Infrastructure Health in Civil Engineering: Applications and Management: Volume II

Infrastructure Health in Civil Engineering: Applications and Management: Volume II

Volumn 2, Issue , 2011, Pages 1-653

  Ettouney, Mohammed M ^a   Alampalli, Sreenivas ^b  

^a WEIDLINGER ASSOCIATES INC   (United States)

^b New York State Department of Transportation   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85134867305     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/b11392     Document Type: Book

References (466)

1. Aguilar, R. and Kaslan, E. (2002). “Use of NDE in the California Bridge Inspection Program,” Proceedings, NDE Conference on Civil Engineering, ASNT, Cincinnati, OH.
2. Annandale, G. W. (1993). “Risk Analysis of Bridge Failure,” Proceedings of Hydraulic Engineering ‘93, ASCE, San Francisco, CA.
3. Annandale, G. W. (2006). Scour Technology: Mechanics and Engineering Practice. McGraw-Hill, New York City, NY.
4. Boehmler, E. and Olimpio, J. (2000). “Evaluation of Pier-Scour Measurement Methods and Pier-Scour Predictions with Observed Scour Measurements at Selected Bridge Sites in New Hampshire, 1995-98,” Report No. FHWA-NH-RD-12323E. U.S. Geological Society, NH/VT District.
5. Borg, S. (2000). “Nondestructive Testing for Length Determination of Piles for Five Long Island Bridges,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
6. Dowding, C. and O’Connor, K. (2000). “Real Time Monitoring of Transportation with TDR Technology,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
7. Dowling, C. and Pierce, C. (1994). “Use of Time Domain Reflectometry to Detect Bridge Scour and Monitor Pier Movement.” Publications, Infrastructure Technology Institute, Northwestern University, Evanston, IL.
8. Ettouney, M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
9. FHWA. (1995). “Recording and Coding Guide for the Structure Inventory and Appraisal of the Nation’s Bridges,” Report No. FHWA-PD-96-001, Office of Engineering, Bridge Division, Washington, DC.
10. Holt, J. and Slaughter, S. (2000). “Mississippi’s Approach to Unknown Bridge Foundations,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
11. Hunt, B. E. (2005). “Bridge Health Scour Monitoring,” Third New York City Bridge Conference, New York, NY, September 12-13.
12. Jeng, D., Bateni, S., and Lockett, E. (2005). “Neural Network assessment for scour depth around bridge piers,” University of Sydney, Department of Civil Engineering Research Report No. R855, Sydney, Australia.
13. Johnson, P. and Niezgoda, S. (2004). “Risk-based method for selecting bridge scour countermeasures,” Journal of Hydraulic Engineering, ASCE, 130(2), 121-128.
14. Jones, J. S., Bertoldi, D. A., and Umbreli, E. R. (1993). “Preliminary Studies of Pressure Flow Scour,” ASCE Hydraulic Engineering, Proceeding 1993 National Conference, San Francisco, CA.
15. Lagasse, P. and Richardson, E. (2001). “Stream Stability at Highway Structures,” 3rd Edition, FHWA Report No NH1 01-002, also HEC-20, Office of Bridge Technology, Washington, DC.
16. Lagasse, P., Richardson, E., Schall, J., and Price, G. (1997). “Instrumentation for Measuring Scour at Bridge Piers and Abutments,” NCHRP Report 396, Transportation Research Board, National Research Council, National Academy Press, Washington, D.C.
17. Lagasse, P. and Zevenbergen, L. (2001). “Bridge scour and stream instability countermeasures,” 2nd Edition, FHWA report No NH1 01-003, also HEC-23, Office of Bridge Technology, Washington, DC.
18. Laursen, E. M. and Toch, A. (1956). “Scour around bridge piers and abutments,” Iowa Highway Research Board Bulletin No. 4, Iowa City, IA.
19. Marron, D. (2000). “Remote Monitoring of Structural Stability Using Electronic Clinometers,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
20. Melville, B. W. and Chiew, Y. M. (1999). “Time scale for local scour depth at bridge piers.” Journal of Hydraulics Engineering, ASCE, 125(1), 59-65.
21. Melville, B. W. and Sutherland, A. J. (1988). “Design method for local scour at bridge piers,” Journal of Hydraulics Engineering, ASCE, 114(10), 1210-1226.
22. Mercado, E. and Woodroof, L. (2008). “The Pneumatic Scour Detection System; Development and Case History,” NDE/NDT for Highways and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
23. Mueller, D. (1998). “Summary of Fixed Instrumentation for Field Measurement of Scour and Deposition.” Proceedings, Federal Interagency Workshop, Sediment Technology for the 21st Century, St. Petersburg, FL.
24. Mueller, D. and Landers, M. (1999). “Portable Instrumentation for Real-Time Measurement of Scour at Bridges,” FHWA-RD-99-085, Federal Highway Administration, McLean, VA.
25. NYSDOT. (1998). “Scour Program Monitoring Manual,” New York State Department of Transportations Report, Albany, NY.
26. NYSDOT (2003) “Hydraulic Vulnerability Manual,” New York State Department of Transportation, 50 Wolf Road, Albany, NY.
27. Oberg, K. and Mueller, D. (1994). “Recent Applications of Acoustic Doppler Current Profilers,” In Fundamentals and Advancements in Hydraulic Measurements and Experimentation, Pugh, C. A., Ed, ASCE, Reston, VA.
28. Olson, L. (2005). “Dynamic Bridge Substructure Evaluation and Monitoring,” FHWA Report No. FHWA A-RD-03-089, Federal Highway Administration, McLean, VA.
29. Richardson, E. and Davis, S. (1995). “Evaluating scour at bridges,” 3rd Edition, Federal Highway Administration, Washington, DC.
30. Richardson, E. and Davis, S. (2001). “Evaluating scour at bridges,” 4th Edition, FHWA report No NH1 01-001, also HEC-18, Office of Bridge Technology, Washington, DC.
31. Richardson, E.V., Simons, D.B., and Lagasse, P.F. 2001, “River Engineering for Highway Encroachments-Highways in the River Environment,” FHWA NHI 01-004, Federal Highway Administration, Hydraulic Series No. 6, Washington, D.C.
32. Shen, H. (1971). “Scour near piers,” In River Mechanics, Shen, H, Editor, Vol II, Chapter 23, Colorado State University, Fort Collins, CO.
33. Sheppard, D. (2003). “Scour at Complex Piers,” Report No. FDOT BC354 RPWO 35, Florida DOT, Tallahassee, FL.
34. Stien, S. and Sedmera, K. (2006). “Risk-Based Management Guidelines for Scour at Bridges with Unknown Foundations,” National Cooperative Highway Research Program, NCHRP Report No. 24-25, Transportation Research Board, Washington, DC.
35. Stock, T. (2008). “Use of a Hummingbird Model 997 Side Scan Sonar As a Bridge Inspection Tool,” Report to Wisconsin Division of FHWA.
36. Timoshenko, S. and Gere, J. (1961). Theory of Elastic Stability, McGraw-Hill, New York, NY.
37. U.S. DOT. (1993). “Evaluating scour at bridges. Hydraul. Eng. Circular No.18,” Federal Highway Administration, U.S. Dept. of Transp., McLean, VA.
38. Abdel-Ghafar, A. M. and Rubin, L. I. (1982). “Suspension bridge response to multiple-support excitations,” Journal of Engineering Mechanics Division, ASCE, 108(2), 419-435.
39. Abrahamson, N., et al. (1991). “Empirical spatial coherency functions for applications to soil-structure interaction analyses,” Earthquake Spectra, 7(1), 1-28.
40. Amini, F., Chen, H. M., Qi, G. Z., and Yang, J. C. S. (1997). “Generalized Neural Network Based Model for Structural Dynamic Identification, Analytical and Experimental Studies,” iis, pp.138, 1997 IASTED International Conference on Intelligent Information Systems (IIS '97), 1997
41. Bendat, J. and Piersol, A. (1971). Random Data: Analysis and Measurement Procedures, Wiley-Interscience, New York, NY.
42. Benjamin, J. and Cornell, A. (1970). Probability, Statistics and Decision for Civil Engineers, McGraw-Hill, New York, NY.
43. Boggess, A. and Narcowich, F. J. (2001). A First Course in Wavelets with Fourier Analysis, Prentice Hall. Upper Saddle River, NJ.
44. Bruneau, M. and Reinhorn, A. (2007). “Exploring the concept of seismic resilience for acute care facilities,” Earthquake Engineering Research Institute, Earthquake Spectra, 23(1).
45. Celebi, M., Purvis, R., Hartnagel, B. A., Gupta, S., Clogston, P., Yen, P., O’Connor, J., and Frank, M. (2004). “Seismic Instrumentation of the Bill Emerson Memorial Mississippi River Bridge at Cape Girardeau (MO): A Cooperative Effort,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
46. Chen, S. E., Petro, S., Venkatappa, S., Ramamoody, V., Moody, J., Gangarao, H., and Culkin, A. (2000). “Automated Full-Scale Laser Vibration Sensing System,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
47. Christian, J. (1989). “Generating seismic design power spectral density functions,” Earthquake Spectra, 5(2), 351-368.
48. Clough, R. and Penzien, J. (1975). Dynamics of Structures, McGraw-Hill, New York, NY.
49. Der Kiureghian, A. (1980). “Structural response to stationary excitation,” Journal of Engineering Mechanics, ASCE, 106(6), 1195-1213.
50. Der Kiureghian, A. and Neuenhofer, A. (1992). “Response spectrum method for multi-support seismic excitations,” Earthquake Engineering and Structural Dynamics, 21(8), 713-740.
51. Dumanoglu, A. and Stevern, R. (1990). “Stochastic response of suspension bridges to earthquake forces,” Earthquake Engineering and Structural Dynamics, 19(1), 133-152.
52. Ettouney, M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
53. Ettouney, M., Brennan, J., and Brunetti, J. (1979). “Seismic Design Method for Arbitrary Propagating Waves,” Transactions of the 5th International Conference on Structural Mechanics in Reactor Technology, Commission of European Communities, Berlin, Germany, K (5/7), 1-8.
54. Ettouney, M., Daddazio, R., and Abboud, N. (1997). “Some practical applications of the scale independent elements for dynamic analysis of vibrating systems,” Computers and Structures, 65(3), 423-432.
55. Ettouney, M., Daddazio, R., and Hapij, A. (1999). “Optimal Sensor Locations for Structures with Multiple Loading Conditions.” Proceedings, International Society of Optical Engineering Conference on Smart Structures and Materials, San Diego, CA.
56. FHWA. (1995). “Seismic Retrofitting Manual for Highway Bridges,” Federal Highway Administration Report FHWA-RD-94-052, McLean, VA.
57. FHWA (2002). Bridge Inspector’s Reference Manual (BIRM), Vols. I and II, FHWA-NHI-03-001, Federal Highway Administration, U.S. Department of Transportation, Washington, DC.
58. Fujino, Y. and Abe, M. (2002). “Vibration-Based Structural Health Monitoring of Civil Infrastructures,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
59. Gazetas, G. and Mylonakis, G. (1998). “Seismic Soil-Structure Interaction: New Evidence and Emergin Issues,” In Geotechnical Earthquake Engineering and Soil Dynamics III, Volume Two, Dakoulas et. al., Ed, ASCE Geotechnical Special Publication No. 75.
60. Glisic, B. and Inaudi, D. (2002). “Crack Monitoring in Concrete Element using Long-Gauge Fiber Optic Sensors,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
61. Gonzalez, M. and Zapico, J. (2007). “Seismic damage identification in buildings using neural networks and modal data,” Computers and Structures, 86(3-5), 416-426.
62. Gurley, K. and Kareem, A. (1999). “Application of wavelet transforms in earthquake, wind and ocean engineering,” Engineering Structures, 21(2), 149-167.
63. Hao, H., Oliveira, C., and Penzien, J. (1989). “Multiple-station ground motion processing and simulation based on SMART-1 array data,” Nuclear Engineering and Design, 111(3), 293-310.
64. Harichandran, R., Hawari, A., and Sweidan, B. (1996). “Response of long-span bridges to spatially varying ground motion,” Journal of Structural Engineering, ASCE, 122(5), 476-484.
65. Harichandran, R. and Vanmarcke, E. (1986). “Stochastic variations of earthquake ground motion in space and time,” Journal of Engineering Mechanics, ASCE, 112(2), 154-174.
66. Heidari, A. and Salajegheh, E. (2008). “Wavelet analysis for processing of earthquake records,” Asian Journal of Civil Engineering (Building and Housing), 9(5).
67. Jovanovic, O. (1998). “Identification of dynamic system using neural network,” University of NIS, The Scientific Journal, Series: Architecture and Civil Engineering, 1(4), Nis, Montenegro.
68. Keady, K., Alameddine, F., and Sardo, T. (1999). “Seismic Retrofit Technology,” In Bridge Engineering Handbook, Chen, W-F. and Duan, L., Ed, CRC Press, New York, NY.
69. Lysmer, J., (1981), “SASSI -A System for Analysis of Soil-Structure Interaction,” Report No. UCB/GT/81-02, University of California, Berkeley, CA.
70. Mindlin, R. and Goodman, L. (1950). “Beam vibrations with time-dependent boundary conditions,” Journal of Applied Mechanic, Transactions of ASME, 17(4), 377-380.
71. Moehle, J. and Eberhard, M. (1999). “Earthquake Damage to Bridges,” In Bridge Engineering Handbook, Chen, W-F. and Duan, L., Ed, CRC Press, New York, NY.
72. NYS-DOT. (2004). Seismic Vulnerability Manual, New York Department of Transportation, Albany, NY.
73. O’Connor, J. (2004). “Seismic Risk Assessment Procedures and Mitigation Measures for Highway Bridges in Moderate Earthquake Zones of the Eastern U.S.,” Proceedings of the 3rd US-PRC Workshop on Seismic Behavior and Design of Special Highway Bridges, Shanghai, China. Also available in Technical Report MCEER-05-0003, MCEER, University at Buffalo, Buffalo, NY.
74. Paulay, T. and Preistly, M. (1992). Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, New York, NY.
75. Priestley, M. J. N., Seible, F., and Calvi, G. M. (1996). Seismic Design and Retrofit of Bridges. John Wiley & Sons, Inc., New York, NY
76. Riahi, M. and Abdi, M. (2005). “Residual Stress Analysis of Steel Parts via Utilization of Acoustic Emission (AE) Testing Method,” Proceedings of the 2005 ASNT Fall Conference, Columbus, OH.
77. Roberts, J. and Maroney, B. (1999). “Seismic Retrofit Practice,” In Bridge Engineering Handbook, Chen, W-F. and Duan, L., Eds, CRC Press, New York, NY.
78. Shrikande, M. and Gupta, V. K. (1999). “Dynamic soil-structure interaction effects on the seismic response of suspension bridges,” Earthquake Engineering and Structural Dynamics, 28(11), 1383-1403.
79. Smyth, A., Betti, R., Lus, H., and Masri, S. (2000). “Global Health Monitoring and Damage Detection of the Vincent Thomas Bridge,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
80. Sun, Z. and Chang, C. (2002) “Statistical-Based Structural Health Monitoring Using Wavelet Packet Transform,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
81. Sundaresan, M., Ghoshal, A., Schulz, M., Ferguson, F., Pai, P., and Chung, J. (2000). “Crack Detection Using a Scanning Laser Vibrometer,” Proceedings of 2nd International Workshop on Structural Health Monitoring, Stanford University, Stanford, CA.
82. Wang, L. and Gong, C. (1999). “Abutments and Retaining Structures,” In Bridge Engineering Handbook, Chen, W-F. and Duan, L., Eds, CRC Press, New York, NY.
83. Wolf, J. and Song, C. (1996). Finite-Element Modeling of Unbounded Media, John Wiley, New York, NY.
84. Koller, G. (2000), Risk Modeling for Determining Value and Decision Making, Chapman & Hall/CRC Press, Boca Raton, FL.
85. Zerva, A. (1990). “Response of multi-Span beams to spatially incoherent seismic ground motions,” Earthquake Engineering and Structural Dynamics, 19(6), 819-832.
86. Zienkiewicz, O. C. (1971). The Finite Element Method, McGraw-Hill, New York, NY.
87. Hartle, R., Ryan, T., Mann, J., Danovich, L., Sosko, W., Bouscher, J. (2002), “Bridge Inspector’s Reference Manual,” Federal Highway Administration, FHWA, Report No, FHWA NHI 03-001, Vol 1, McLean, VA.
88. ACI (2008). Building Code Requirements for Structural Concrete and Commentary. American Concrete Institute, Farmington Hills, MI.
89. Agrawal, A., Kawaguchi, A., and Qian, G. (2009a). “Bridge Element Deterioration Rates: Phase I Report,” New York State Department of Transportation, Project # C-01-51, Albany, NY.
90. Agrawal, A., Yi, Z., Alampalli, S., Ettouney, M., King, L., Hui, K., and Patel, M. (2009b). “Remote Corrosion Monitoring Systems for Highway Bridges,” In Practice Periodical on Structural Design and Construction, American Society of Civil Engineers, vol. 14, no. 4.
91. Alampalli, S. (2005) “Effectiveness of FRP Materials with Alternative Concrete Removal Strategies for Reinforced Concrete Bridge Column Wrapping.” International Journal of Materials and Product Technology, Inderscience Publishers, Vol. 23, No. 3/4, pp. 338-347.
92. Bentur, A., Diamond, S. and Berke, N. (1997). Steel Corrosion in Concrete: Fundamentals and Civil Engineering Practice, Chapman & Hall, London, UK..
93. Broomfield, J. (1998). Corrosion of Steel in Concrete, E & FN Spon, New York, NY.
94. Broomfield, J., Langford, P., and McAnoy, R. (1987). “Cathodic Protection for Reinforced Concrete: Its application to buildings and marine structures,” Corrosion of Metals in Concrete, Proceedings of Corrosion/87 Symposium, NACE, Houston, TX.
95. Carslaw, H. and Jaeger, J. (1947). Operational Methods in Applied Mathematics, Oxford University Press.
96. Crank, J. (1983). The Mathematics of Diffusion, Clarendon Press, Oxford, UK.
97. Ettouney, M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
98. Ettouney, M. M., Benaroya, H., and Wright, J. (1989). “Boundary Element Methods in Probabilistic Structural Analysis (PBEM),” Applied Mathematics Modeling, 13(7), pp. 432-441
99. Fazio, R. (1996). Flexural Behavior of Corroded Reinforced Concrete Beams, McGill University, Montreal, Canada.
100. Fuchs, P., Washer, G., and Chase, S. (2000). “Large-Scale Structural Monitoring Using a Scanning Laser Displacement Measurement Instrument,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
101. Ghandehari, M. and Vimer, C. (2002). “Fiber Optic pH Monitoring for Civil Infrastructure,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
102. Goto, Y. (1971). “Cracks formed in concrete around deformed tension bars,” American Concrete Institute (ACI) Journal, 68(1), 244-251.
103. Jahn, T. and Mehlhorn, G. (1998). “System Identification of Damage in Reinforced Concrete Structures by Measured Modal Test Data,” 2nd International PhD Symposium in Civil Engineering, Budapest.
104. Lewis, A. and Weinmann, T. (2004). “Advances in Bridge Materials and Structural Health Monitoring Systems with Case Studies,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
105. Liu, Y. and Weyers, R. (1998). “Modeling of the Time to Corrosion Cracking in Chloride Contaminated Reinforced Concrete Structures.” ACI Materials Journal, 95, 675-681
106. Micheal, A. P., Hamilton, H. R., Green, S., and Boyd, A. J. (2004). “Long Term Monitoring of the FRP Repair and Corrosion of Steel Reinforcement at the University Boulevard Bridge in Jacksonville Florida,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
107. Ong, K. and Grimes, C. (2002). “Monitoring of Stress, Temperature, and Chlorine in Concrete Structures with Passive, Wireless Harmonic Sensors,” Proceedings, NDE Conference on Civil Engineering, ASNT, Cincinnati, OH.
108. Riahi, M. and Khosrowzadeh, B. (2005). “Development of Acoustic Emission AE Method for the Diagnosis of Corrosion in Steel Pipes,” Proceedings of the 2005 ASNT Fall Conference, Columbus, OH.
109. So, H., Millard, S., and Law, D. (2006). “Environmental Influences on Corrosion Rate Measurements of Steel in Reinforce Concrete,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
110. Sohanghpurwala, A. A. (2006). “Manual on Service Life of Corrosion-Damaged Reinforced Concrete Bridge Superstructure Elements,” National Cooperative Highway Research Board (NCHRP), Report No 558, Washington, DC.
111. Sprinkel, M., Weyers, R., and Sellars, A. (1991). “Rapid Techniques for the Repair and Protection of Bridge Decks,” Transportation Research Record 1304, Highway and Maintenance Operations and Research, Washington, DC.
112. Thoft-Christensen, P. (2001). “What Happens with Reinforced Concrete Structures when the Reinforcement Corrodes?” Proceedings of the 2nd International Workshop on “Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems,” Ube, Yamaguchi, Japan.
113. Thompson, N. and Lankard, D. (1995). “Improved Concrete for Corrosion Resistance,” Report No. FHWARD-96-207, Federal Highway Administration, Washington, D.C.
114. Thompson, N., Lawson, K. M., Lankard, D., and Virmani, Y. (1996). “Effect of Concrete Mix Components on Corrosion of Steel in Concrete,” Corrosion -96, Denver, CO.
115. Trejo, D. (2002). Evaluation of the Critical Chloride Threshold and Corrosion Rate for Different Steel Reinforcement Types. Texas A&M University, College Station, TX.
116. Virmani, Y. and Clemena, G. (1998). “Corrosion Protection-Concrete Bridges,” Report No. FHWA-RD-98-088, Federal Highway Administration, Washington, DC.
117. Vorster, M., Merrigan, J., Lewis, R., and Weyers, R. (1992). Techniques for Concrete removal and Bar Cleaning on Bridge Rehabilitation Projects, SHRP-S-336, National Research Council, Washington, DC.
118. Watters, D. G., Jayaweera, P., Bahr, A. J. and Huestis, D. L. (2001). “Design and Performance of Wireless Sensors for Structural Health Monitoring,” Review of Progress in Quantitative Nondestructive Evaluation, Brunswick, ME, July 29-August 3, 2001, Vol. 21A, pp.969-976, D. O. Thompson and D. E. Chimenti, Eds. (Am. Inst. Phys., Melville, NY, 2001).
119. Sohanghpurwala, A. A. (2006), “Manual on Service Life of Corrosion-Damaged Reinforced Concrete Bridge Superstructure Elements,” National Cooperative Highway Research Board (NCHRP), Report No 558, Washington, DC.
120. Wiese, S., Kowalsky, W., Wichern, J., and Grahn, W. (2000). “Fiberoptical Sensors for on-line Monitoring of Moisture in Concrete Structures,” Proceedings of 2nd International Workshop on Structural Health Monitoring, Stanford University, Stanford, CA.
121. Yunovich, M., Thompson, N., and Virmani, Y. (2005). “Corrosion protection system for construction and rehabilitation of reinforced concrete bridges,” International Journal of Materials and Product Technology, 23(3-4), 269-285.
122. AASHTO. (1994). Manual for Conditions Evaluation of Bridges, American Association of State Highway and Transportation Officials, Washington, DC.
123. AASHTO. (1996). “Standard Specifications for Highway Bridges,” 16th edition including 1997 and 1998 Interim Specifications, American Association of State Highway and Transportation Officials, Washington, DC.
124. Ali, M. G. and Maddocks, A. R. (2003). “Evaluation of Corrosion of Prestressing Steel in Concrete Using Non-destructive Techniques,” Concrete in the 3rd Millennium, Proceedings of the 21st Biennial Conference of the Concrete Institute of Australia, Brisbane, Australia.
125. Bapu, S., Nayak, R., Rajagopalan, N., Srinivasan, C., Rengaswamy, S., and Iyer, M. (1988). “Monitoring of corrosion of prestressing steel cables in prestressed concrete bridges,” Transactions of the SAEST, 23(2-3), 235-248.
126. Beard, M., Lowe, M., and Cawley, P. (2003). “Ultrasonic guided waves for inspection of grouted tendons and bolts,” ASCE, Journal of Materials in Civil Engineering, 15(3), 212-218.
127. Betti, R., Khazem, D., Carlos, M., Gostaudas, R., and Aktan, E. (2008). “Monitoring Corrosion Inside Main Cables of Suspension Bridges,” NDE/NDT for Highwaya and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
128. Betti, R., Smyth, A. W., Testa, R. B., Duby, R., and West, A. C. (2000). “Deterioration of the Mechanical Properties of Wires in Suspension Bridge Cables,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
129. Buyukozturk, B. (1998). “Imaging of concrete structures,” NDT & E International, 31(4), 233-243.
130. Cao, H. and Davis, A. (2004). “NDT for the detection of Voids in Post-Tensioned Tendon Ducts,” Structural Materials Technology; an NDT Conference, ASNT, Buffalo, NY.
131. Carino, N. J. and Sansalone, M. (1992). “Detection of voids in grouted ducts using the impact echo method,” ACIMaterials Journal, 89(3), 296-303.
132. Chajes, M., Hunsperger, R., Liu, W., Li, J., and Kunz, E. (2002). “Nondestructive Evaluation of Pre-and Post-tensioning Strands Using Time Domain Reflecotmetry,” Proceedings, NDE Conference on Civil Engineering, ASNT, Cincinnati, OH.
133. Cheng, C. and Sansalone, M. (1993). “Effects of impact-echo signals caused by steel reinforcing bars and voids around bars,” ACT Materials Journal, 90(4), 421-434.
134. Colla, C. (2002). “Scanning Impact-Echo NDE of Post-Tensioning Ducts in Concrete Bridge Beam,” Proceedings, NDE Conference on Civil Engineering, ASNT, Cincinnati, OH.
135. Collins, M. and Mitchell, D. (1991). Prestressed Concrete Structures, Prentice-Hall, Englewood Cliffs, NJ.
136. Drissi-Habti, M., Gaillet, L., and Tessier, T. (2008). “Acoustic Emission Technique as a Tool for Structural Health Defects Monitoring of Bridge Cables,” NDE/NDT for Highways and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
137. Duke, J. (2002). “Health Monitoring Of Post Tension Tendons,” Virginia Transportation Research Council Report VTRC 03-CR, Charlottesville, VA.
138. Dupuis, K., Olsen, K., Musgrove, R., Pearson, E., and Pollock, D. (2008). “Thermal Imaging of Concrete Members to Locate Grouted Post-Tensioning Ducts and Identify Simulated Voids,” NDE/NDT for Highways and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
139. Escalante, E. (1990). “Effectiveness of potential measurements for estimating corrosion of steel in concrete,” Corrosion of Reinforcement in Concrete, Elsevier Applied Science, New York, NY.
140. Ettouney, M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
141. Faherty, K. F. (1972). An Analysis of a Reinforced and a Prestressed Concrete Beam by Finite Element Method, Doctorate’s Thesis, University of Iowa, Iowa City.
142. Fanning, P. (2001). “Nonlinear Models of Reinforced and Post-tensioned Concrete Beams,” Electronic Journal of Structural Engineering, University College Dublin, Earlsfort Terrace, Dublin 2, Ireland.
143. Fisk, P., Holt, R., Sargent, D., and El-Beik, A. (2002) “Detection and Evaluation of Voids in Tendon Ducts by Sonic Resonance and Tomography Techniques,” Proceedings, NDE Conference on Civil Engineering, ASNT, Cincinnati, OH.
144. Flohrer, C. and Bernhardt, B. (1992). “Detection of prestressed steel tendons behind reinforcement bars, detec-tion of voids in concrete structures-A suitable application for radar systems,” International Conference on NDT in Civil Engineering, Vol 1.
145. Fontana, M. (1986). Corrosion Engineering, McGraw-Hill, New York, NY.
146. Ghorbanpoor, A. and Shew, T. (1989). “Detection of flaws in bars and cables in concrete bridge structures,” Transportation Research Record, (1211).
147. Hall, D. (2008). “Electromagnetic Inspection of Wire Ropes-Vertical Lift Bridges,” NDE/NDT for Highways and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
148. Hartle, R., Ryan, T., Mann, J., Danovich, L., Sosko, W., and Bouscher, J. (2002). “Bridge Inspector’s Reference Manual,” Federal Highway Administration, FHWA, Report No, FHWA NHI 03-001, Vol 1, McLean, VA.
149. Hillemeier, B. (1989). “New Methods in the Rehabilitation of Prestressed Concrete Structures,” IABSE Symposium, Vol 57, Lisbon.
150. Holst, A., Hariri, K., Wichmann, H., and Budelmann, H. (2004). “Innovative Non-Destructive Techniques for the Monitoring of Prestressed Concrete Structures,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
151. Kachlakev, D. I., Miller, T., Yim, S., Chansawat, K., and Potisuk, T. (2001). “Finite Element Modeling of Reinforced Concrete Structures Strengthened With FRP Laminates,” California Polytechnic State University, San Luis Obispo, CA and Oregon State University, Corvallis, OR, Oregon Department of Transportation.
152. Khalil, A., Wipf, T., Greimann, L., and Russo, F. (2002). “Static and Dynamic Testing on a Damaged Prestressed Concrete Bridge,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
153. Krause, M., Streicher, D., Wiggenhauser, H., Haardt, P., and Holst, R. (2004). “Non-Destructive Testing of a Post Tensioned Concrete Bridge Applying an Automated Measuring System,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
154. Kroopf, M., Pedrick, M., and Tittmann, B. (2005). “Remote Sensing Using Ultrasonic Guided Waves in Thin Wires,” Proceedings of the 2005 ASNT Fall Conference, Columbus, OH.
155. Limaye, H. (2008). “Experience of Testing Posttensioned Bridges with Impact-Echo Technique,” NDE/NDT for Highways and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
156. Lin, Y. and Sansalone, M. (1992). “Detecting flaws in concrete beams and columns using the impact-echo method,” ACI Materials Journal, 89(4), 394-405.
157. Mahmoud, K. (2003a). “Hydrogen Embrittlement of Suspension Bridge Cable Wires,” In System-Based Vision for Strategic and Creative Design, Bontempi, F. Ed, Swets & Zeitlinger, Lisse.
158. Mahmoud, K. (2003b). “An Absorbing Process,” Bridge Design and Engineering, No. 31, London, UK.
159. Mahmoud, K. (2011) Personal communications, Bridge Technology Consulting, New York, NY.
160. Martz, H., Schneberk, D., Roberson, G., and Monteiro, P. (1993). “Computerized tomography analysis of rein-forced concrete,” ACI Materials Journal, 90(3), 259-264.
161. Matthys, S., Taerwe, L., moerman, W., Waele, W., Vantomme, J., Degrieck, J., Sol, H., Roeck, G., and Jacobs, S. (2002). “Dynamic Monitoring of a Prestressed Concrete Girder by Means of Fiber Optic Bragg Grating Sensors,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
162. Olson Engineering, Inc. (2008), “Nondestructive Testing And Evaluation Demonstration Investigation Impact Echo Scanning Results For I-390 Over Genesee River Rochester, NY,” Report to NYS-DOT, Albany NY.
163. Rahman, A. and Pernica, G. (1998). “Assessing New Techniques for Evaluating Posttensioned Buildings,” Construction Technology Updates, No 19, Institute for Research in Construction, National Research Council of Canada, Ottawa, Canada.
164. Riad, K. H. and Fehling, E. (2004). “Determination of the Effective Tensile Force in External Prestressing Cables on the Basis of Vibration Measurements,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
165. Rizzo, P., de Scalea, F., and Marzani, A. (2004). “Guided Acoustic Waves for Health monitoring of Tendons and Cables,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
166. Rogowsky, D. and Robson, N. (1998). “Influence of Corrosion and Cracking on Tendon Strength and Ductility,” Workshop on Environment-Assisted Cracking of Unbonded Posttensioned Tendons, Calgary, Alberta, Canada.
167. Rose, J. (1999). Ultrasonic Waves in Solid Media, Cambridge University Press, Cambridge, UK.
168. Salas, A, Schokker, A., West, J., Breen, J., and Kreger, M. (2004). “Conclusions, Recommendations and Design Guidelines for Corrosion Protection of Posttensioned Bridges,” Research Report FHWA/TX-04/0-1405-9, Texas Department of Transportations and Federal Highway Administration, Austin, TX.
169. Saleh, H., Goni, J., and Washer, G. (2002). “Radiographic Inspection of Posttensioning Tendons Using High Energy X-Ray Machine,” Proceedings, NDE Conference on Civil Engineering, ASNT, Cincinnati, OH.
170. Schokker, A., Koester, B., Breen, J., and Kreger, M. (1999). “Development of High Performance Grouts for Bonded Posttensioned Structures,” Research Report 0-1405-2, Center for Transportation Research, Bureau of Engineering Research, The University of Texas at Austin, TX.
171. Stein, S. and Sedmera, K. (2006). “Risk-Based Management Guidelines for Scour at Bridges with Unknown Foundations,” National Cooperative Highway Research Program, NCHRP Project 24-25, Washington, DC.
172. Streicher, D., Algernon, D., Wostmann, J., Behrens, M., and Wiggenhauser, H. (2006). “Automated NDE of Posttensioned Concrete Bridge using Radar, Ultrasonic Echo and Impact Echo,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
173. Tinkey, Y., Miller, P., and Olson, L. (2008). “Internal Void Imaging Using Impact Echo Scanning,” NDE/NDT for Highways and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
174. Tinkey, Y. and Olson, L. (2008). In Transportation Research Record: Journal of the Transportation Research Board, No. 2070, Transportation Research Board of the National Academies, Washington, DC.
175. Venugopalan, S. (2008). “Corrosion Evaluation of Post-Tensioned Tendons in a Box Girder Bridge,” 10th International Bridge Management Conference, Buffalo, NY.
176. Wang, M.L., Zhao, Y, and Wang, G. (2004) “Applications of Magnetoelastic Sensors to Force Measurements in Large Bridge Cables,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
177. Washer, G. and Fuchs, P. (2004). “Ultrasonic Health Monitoring of Prestressing Tendons,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
178. West, S. (1999). “Durability Design of Post-Tensioned Bridge Substructures,” Ph.D. Dissertation, The University of Texas at Austin, TX.
179. West, S., Larosche, C., Koester, B., Breen, J., and Kreger, M. (1999). “State-of-the-Art Report about Durability of Posttensioned Bridge Substructures,” Research Report 0-1405-1, Center for Transportation Research, Bureau of Engineering Research, The University of Texas at Austin, TX.
180. Willenbrock, J. (1980). “Construction QA/QC Systems: Comparative Analysis,” ASCE Journal of Construction Division, 106(3), 371-387.
181. Woodward, R. (2001). “Durability of Post-Tensioned Tendons on Road Bridges in the UK.” Durability of Posttensioning tendons. fib-IABSE Technical Report, Bulletin 15, Ghent (Belgium).
182. Yamaoka, Y., Hideyoshi, T., and Kurauchi, M. (1988). “Effect of galvanizing on hydrogen embrittlement of prestressing wire,” Journal of the Prestressed Concrete Institute, Chicago, IL.
183. Yunovich, M. and Thompson, N. (2003). “Corrosion of Highway Bridges: Economic Impact and Control Methodologies,” Concrete International, American Concrete Institute, ACI, January.
184. Zheng, Y. and Ng, K. (2006). “Detection of Voids in Tendon Ducts of Posttensioned U-Beams for an Existing Bridge,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
185. Zhou, Z., Wegner, L., and Sparling, B. (2004). “Vibration-Based Detection of Multiple Damage States on a Prestressed Concrete Girder,” Proceedings of 2ndInternational Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
186. Zienkiewicz, O. (1971). The Finite Element Method in Engineering Science, McGraw-Hill, New York, NY.
187. AASHTO. (1990). “Guide Specifications for Fatigue Evaluation of Existing Steel Bridges.” American Association of State Highway and Transportation Officials, Washington, DC.
188. AASHTO. (1999). “Standard Specification for Highway Bridges.” Sixteenth Edition with 1999 Interim Revisions, American Association of State Highway and Transportation Officials, Washington, DC.
189. AASHTO. (2004). LRFD Bridge Design Specifications. American Association of State Highway and Transportation Officials (AASHTO), 3rd Edition, Washington, DC.
190. Alampalli, S. (2000). “Effects of testing, analysis, damage, and environment on modal parameters,” Journal of Mechanical Systems and Signal Processing, 14(1), 63-74.
191. Alampalli, S. and Ettouney, M. (2007). “Structural Identification, Damage Identification and Structural Health Monitoring,” Proceedings of SPIE, Vol. 6531, San Diego, CA.
192. Alampalli, S. and Kunin, J. (2001). “Load Testing of an FRP Bridge Deck on a Truss Bridge.” Special Report 137, Transportation Research and Development Bureau, NYSDOT, Albany, New York, NY.
193. Alampalli, S. and Kunin, J. (2003). “Load testing of an FRP bridge deck on a truss bridge.” Journal of Applied Composite Materials, Kluwer Academic Publishers, 10(2).
194. Alnahhal, W-I., Chiewanichakorn, M., Aref, A. J., and Alampalli, A. (2006). “Temporal thermal behavior and damage simulations of frp deck.” Journal of Bridge Engineering, ASCE, 11(4), 452-464.
195. Aref, A. and Chiewanichakorn, M. (2002). The Analytical Study of Fiber Reinforced Polymer Deck on an Old Truss Bridge. Report submitted to New York State Department of Transportation, Transportation Research and Development Bureau, and Transportation Infrastructure Research Consortium.
196. ASTM. (2004). “Standard Practices for Cycle Counting in Fatigue Analysis.” E1049-85, American Society for Testing and Materials, West Conshohocken, PA.
197. Barsom, J. and Rolfe, S. (1999). Fracture and Fatigue Control in Structures, an ASTM publication No. MNL41, West Conshohocken, PA.
198. Bassim, M. (1987), “Macroscopic Origins of Acoustic Emission,” in Nondestructive Testing Handbook, Volume 5: Acoustic Emission, Miller, R, Techincal Editor, ASNT, Columbus, OH, pp. 45-62.
199. BDI. (2001). “BDI Strain Transducer Specifications.” Bridge Diagnostics, Inc., Boulder, CO.
200. Benjamin, J. and Cornell, A. (1970). Probability, Statistics, and Decision for Civil Engineers, McGraw-Hill, New York, NY.
201. Bishop, N, and Sherratt, F. (1989). “Signal processing for fatigue in both the time and frequency domains,” IMA Conference on Mathematics in the Automotive Industry, University of Warwick, UK.
202. Chiewanichakorn, M., Aref, A. J., and Alampalli, S. (2007). “Dynamic and fatigue response of a truss bridge with fiber reinforced polymer deck.” International Journal of Fatigue, Elsevier Science, 29(8), 1475-1489.
203. Dirlik, T. (1985). “Application of computers in Fatigue Analysis,” PhD Thesis, University of Warwick, UK.
204. Doebling, S. W., Farrar, C. R., Prime, M. B., and Shevitz, D. W. (1996). “Damage Identification and Health Monitoring of Structural and Mechanical Systems from Changes in Their Vibration Characteristics: A Literature Review,” Los Alamos National Laboratory Report, LA-13070-MS.
205. Downing, S. D. and Socie, D. F. (1982). “Simple rainflow counting algorithms.’ International Journal of Fatigue, 4(1), January, 31-40.
206. Ettouney, M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
207. Fisher, J. (1977). “Bridge Fatigue Guide: Design and Detail,” American Institute of Steel Construction, New York, NY.
208. Fu, G., Feng, W., Dekelbab, W., Moses, F., Cohen, H., Mertz, D., and Thompson, P. (2003). “Effect of Truck Weight on Bridge Network Costs,” Transportation Research Board Report No. 495, Washington, D.C.
209. Gassman, S. and Zein, A. (2004). “Condition Assessment of Concrete Bridge T-Shaped Girders under Fatigue Loading,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
210. Hubbard, B. (1998). The World According to Wavelets, A. K. Peters, Natick, MA.
211. Jalinoos, F., Rezai, A., Moore, M, and Fuchs, P. (2008). “FHWA Steel Bridge Testing Program,” NDE/NDT for Highways and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
212. Kudryavtsev, Y. F., Kleiman J. I., and Gustcha, O.I. (2000). “Ultrasonic Measurement of Residual Stresses in Welded Railway Bridge,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
213. Lai, L. L-Y. and Ressler, P. R. (2000). “NDT and NDE on an I-95 Viaduct,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
214. Lund, R. and Alampalli, S. (2004a). “Estimating Fatigue Life of Patroon Island Bridge Using Strain Measurements,” New York State Department of Transportation Special Report 142, Albany, NY.
215. Lund, R. and Alampalli, S. (2004b). “Estimating Remaining Fatigue Life of Bridge Components: A Case Study,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
216. Mahmoud, K. M. (2003). “Hydrogen Embrittlement of Suspension Bridge Cable Wires,” In System-Based Vision for Strategic and Creative Design, Bontempi, A. Ed, Swets & Zeitlinger, Lisse.
217. Miceli, M., Moshier, M., and Hadad, C. (2008). “Fatigue Crack Growth Activity Determination During Inspections on Highway Bridges in Three States,” NDE/NDT for Highway and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
218. Moses, F., Schilling, C. G., and Raju, K. S. (1987). “Fatigue Evaluation Procedures for Steel Bridges,” Report 299, National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C.
219. NYSDOT. (2002). “Structural Integrity Evaluation of Patroon Island Bridge.” New York State Department of Transportation, Albany, NY.
220. Prine, D. W. and Socie, D. (2000). “Continuous Remote Monitoring of the Merrimac Free Ferry,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
221. Rose, J. L. (1999). Ultrasonic Waves in Solid Media, Cambridge University Press, London, UK.
222. Tarris, D., Greimann, L., Phares, B., Wood, D., and Wipf, T. (2002). “Remote Continuous Monitoring of a Plate Girder Bridge,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
223. Vahaviolos, S., Wang, D., and Carlos, M. (2006). “Advanced Acoustic Emission for On-stream Inspection of Petrochemical Vessels,” ECNDT 2006, We.3.6.5, 2006.
224. Woodward, C. and McGarvie, A. (2000). “Long Range Ultrasonic Fatigue Crack Detection,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
225. Yen, B. T., Huang, T., Lai, L-Y., and Fisher, J. (1989). “Manual for Inspecting Bridges for Fatigue Damage Conditions.” Report No. FHWA-PA-89-022, Lehigh University, Bethlehem, PA.
226. Zein, A. S. and Gassman, S. L. (2006). “Use of Apparent P-Wave Velocity Measurements to Estimate the Bending Stiffness of a Concrete Bridge Girder,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
227. Zhang, Y. (2004). “Piezoelectric Paint Sensor for Fatigue Crack Monitoring,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
228. Zhou, Y. E. (2006). “Assessment of Bridge Remaining Fatigue Life through Field Strain Measurement,” ASCE Journal of Bridge Engineering, Vol. 11, No 6, pp. 737-744.
229. AASHTO. (1996). “Standard Specifications for Highway Bridges,” 16th edition including 1997 and 1998 Interim Specifications, American Association of State Highway and Transportation Officials, Washington, DC.
230. Aboutaha, R. (2004). “Durability of Wearing Surfaces for FRP Bridge Decks,” Research Report, NYSDOT, Albany, NY.
231. Alampalli, S. and Kunin, J. (2001). “Load Testing of an FRP Bridge Deck on a Truss Bridge,” Special Report 137, New York State Department of Transportation, Albany, NY.
232. Alampalli, S. and Ettouney, M. M. (2006). “Long-term issues related to structural health of FRP bridge decks.” Journal of Bridge Structures: Assessment, Design and Construction, Taylor and Francis, 2(1), 1-11.
233. Alampalli, S. and Kunin, J. (2002). “Rehabilitation and field testing of an FRP bridge deck on a truss bridge.” Journal of Composite Structures, Elsevier Science, 57(1-4), 373-375.
234. Alampalli, S. and Kunin, J. (2003). “Load testing of an FRP bridge deck on a truss bridge.” Journal of Applied Composite Materials, Kluwer Academic Publishers, 10(2), 85-102.
235. Alampalli, S., O’Connor, J., and Yanotti, A. (2000). “Design, Fabrication, Construction and Testing of an FRP Superstructure,” Special Report 134, New York State Department of Transportation, Albany, NY.
236. Alampalli, S., O’Connor, J., and Yannotti, A. (2002). “Fiber reinforced composites for the superstructure of a short-span rural bridge.” Journal of Composite Structures, Elsevier Science, 58(1), 21-27.
237. Albers, W., Hag-Elsafi, O., and Alampalli, S. (2007). “Dynamic Analysis of Bentley Creek Bridge with FRP Deck,” Special Report 150, Transportation Research and Development Bureau, New York State Department of Transportation, Albany, NY.
238. American Society of Civil Engineers, ASCE. (2001). “Gap Analysis for Durability of Fiber-Reinforced Polymer Composites in Civil Infrastructures.” ASCE/CERF report, Washington, DC.
239. Anderegg, P., Broennimann, R., Nellen, P. M., and Sennhauser, U. (2002). “Reliable Long-Term Health Monitoring of CFRP Cables in Bridges,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
240. Aref, A. J. and Alampalli, S. (2001). “Vibration characteristics of a fiber-reinforced polymer bridge superstruc-ture.” Composite Structures, 52(3-4), 467-474.
241. Aref, A. J., Alampalli, S., and He, Y. (2005). “Performance of a fiber reinforced polymer web core skew bridge superstructure: Failure modes and parametric study.” Journal of Composite Structures, Elsevier Science, 69(4), 500-509.
242. Aref, A. J. and Chiewanichakorn, M. (2002). “The Analytical Study of Fiber Reinforced Polymer Deck on an Old Truss Bridge”, Report submitted to New York State Department of Transportation Research and Development Bureau, and Transportation Infrastructure Research Consortium. Albany, NY.
243. Aref, A., Chiewanichakorn, M., and Alnahhal, W. (2004). “Temporal Thermal Behavior and Damage Simulations of FRP Deck,” Report submitted to New York State Department of Transportation Research and Development Bureau, and Transportation Infrastructure Research Consortium. Albany, NY.
244. ASCE/CERF. (2001). Gap Analysis for Durability of Fiber Reinforced Polymer Composites in Civil Infrastructures, Civil Engineering Research Foundation, ASCE, Reston, VA.
245. ASME. (1998). “Acoustic emission examination of fiber-reinforced plastic vessels,” American Society of Mechanical Engineers Boiler and Pressure Vessel Code. New York, NY
246. Bakis, C., Bank, L., Brown, V., Cosenza, E., Davalos, J., Lesko, J., Machida, A., Rizkalla, S., and Triantafillou, T. (2002). “Fiber-reinforced polymer composites for construction-state-of-the-art review.” American Society of Civil Engineers, Journal of Composites for Construction, 6(2), 73-87.
247. Baukat, D. and Gallon, A. (2002a). “Performance of Fiber Bragg Gratings Sensors During Testing of FRP Bridge Decks,” Proceedings, NDE Conference on Civil Engineering, ASNT, Cincinnati, OH.
248. Baukat, D. and Gallon, A. (2002b). “Performance of Fiber Bragg Grating Sensors During Testing of FRP Composite Bridge Decks,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
249. Besterfield, D. H. (2001). Quality Control, 6th Edition, Prentice Hall, Upper Saddle River, NJ.
250. Burgueno, R., Karbhari, V. M., Seible, F. and Kolozs, R. T. (2001). “Experimental dynamic characterization of an FRP composite bridge superstructure assembly.” Composite Structures, 54(4), 427-444.
251. Camata, G. and Shing, P. B. (2004). “Evaluation of GFRP Deck Panel for the O’Fallon Park Bridge,” Colorado Department of Transportation, Report No. CDOT-DTD-R-2004-2, Denver, CO.
252. Chajes, M. J., Shenton, H. W. III, and Finch, W. W., Jr. (2001). “Performance of fiber-reinforced polymer deck on steel girder bridge.” Transportation research Record, 1770, 105-112.
253. Chiewanichakorn, M., Aref, A. J., and Alampalli, S. (2003a). “Failure analysis of fiber-reinforced polymer bridge deck system.” Journal of Composites Technology and Research, ASTM, 25(2), 119-128.
254. Chiewanichakorn, M., Aref, A. J., and Alampalli, S. (2003b). “Structural Behavioral Study of an FRP Deck System Using FEA.” Proceedings of the National Workshop on Innovative Applications of Finite Element Modeling in Highway Structures, New York, NY.
255. Christie, R., Fagrell, B., Hiel, C., Hooks, J., Karbhari, V., Karshenas, M., Liles, P., Lopez-Anido, R., Meggers, D., Sikorsky, C., Seible, F., Seim, C., Till, R., Williams, D. and Yannotti, A. (2001). “HITEC Evaluation Plan for FRP Composite Bridge Decks,” Civil Engineering Research Foundation, Washington, DC.
256. Crocker, H., Shehata, E., Mufti, A., and Stewart, D. (2002). “Development of a Smart GFRP Bridge Deck,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
257. Duke, J. C., Miceli, M., Horne, M. R., and Mehl, N. J. (2006). “Infrared Thermal Imaging for NDE of FRP Bridge Beams and Decks,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
258. Dutta, P. K., Kwon, S., and Lopez, A. R. (2002). “Fatigue Evaluation of FRP Composite Bridge Deck Systems under Extreme Temperatures.” Proceedings of International Conference on Durability of FRP Composites for Construction. Montreal, Canada, 2, 665-675.
259. Dutta, P. K., Kwon, S., and Lopez-Anido, L. (2003). “Fatigue Performance Evaluation of FRP Composite Bridge Deck Prototypes Under High and Low Temperatures,” Transportation Research Board annual meeting, Washington, DC.
260. Ettouney, M. and Alampalli, S. (2002). “Overview of Structural Health Engineering,” 2002 Structures Congress and Exposition, Denver, CO, 225-226.
261. Ettouney, M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
262. Ettouney, M. M. and Alampalli, S. (2000). “Engineering Structural Health.” ASCE Structures Congress 2000, Philadelphia, PA.
263. Ettouney, M. M., Benaroya, H., and Wright, J. (1989). “Linear Dynamic Behavior of Semi Infinite Trusses,” Proceedings, Seventh VPI & SU Symposium on Dynamics and Control of Large Structures, Blacksburg, VA.
264. Ettouney, M., Benaroya, H., and Wright, J. (1990). “Wave Propagation in Hyper Structures,” Proceedings, Space 90, Engineering, Construction, and Operations in Space, Albuquerque, NM.
265. Ettouney, M. M., Daddazio, R., and Abboud, N. (1997) “Some Practical Applications of the use of Scale Independent Elements for Dynamic Analysis of Vibrating Systems,” Computers and Structures. 65(3), 1997.
266. FHWA. (2007). “Route 248 over Bennetts Creek,” http://www.fhwa.dot.gov/bridge/frp/deck248.cfm. Accessed on December 24, 2008.
267. FHWA. (2008). “Current Practices in FRP Composites Technology: FRP Bridge Decks and Superstructures,” Federal Highway Administration, http://www.fhwa.dot.gov/bridge/frp/deckprc.cfm. Accessed on December 25, 2008.
268. Fried, N. (1967). “Degradation of Composite Materials: The Effect of Water on Glass Reinforced Plastics.” Proceedings of the 5th Symposium on Naval Mechanics, Philadelphia, PA.
269. Fuchs, P. (2008). “Laser Instrumentation to Aid in Steel Bridge Fabrication,” NDE/NDT for Highways and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
270. GangaRao, H. and Shekar, V. (2003). “Field Testing and Evaluation of Composite Bridges,” Draft Final Report, WVDOT, Charleston, WV.
271. Gomez, J. and Casto, B. (1996). “Freez/Thaw Durability of Composite Materials.” Proceedings of the 1st International Conference on Composites in Infrastructures: Fiber Composites in Infrastructures, Tucson, AZ.
272. Hassan, T., Eugin, M., and Rizkalla, S. (2003). “Innovative 3-D FRP Sandwich Panels for Bridge Decks,” Proceedings, 5th Alexandria International Conference on Structural and Geotechnical Engineering, Alexandria, Egypt.
273. Henderson, M. P., Editor (2000). “Evaluation of Salem Avenue Bridge Deck Replacement: Issues Regarding the Composite Materials Systems Used,” Final Report prepared for State of Ohio Department of Transportation, Ohio Department of Transportation, Columbus, Ohio.
274. Hill, R. (1950). The Mathematical Theory of Plasticity, Oxford University Press, London.
275. Hull, D., and Clyne, T. (1998). An Introduction to Composite Materials, Cambridge University Press, Cambridge, UK.
276. Johnson, C. F. and Houston, D. Q. (1990). “Environmental Test Methods for Liquid Molded Composites,” Proceedings of the American Society of Materials, Materials Park, OH.
277. Jones, R. (1999). Mechanics of Composite Materials, Taylor and Francis, Philadelphia, PA.
278. Karbhari, V. (2001). “HITEC Evaluation Plan for FRP Composite Decks,”
279. Karbhari, V., Kaiser, H., Navada, R., Ghosh, K., Lee, L. (2005). “Methods for Detecting Defects in Composite Rehabilitated Concrete Structures,” Submitted to Oregon Department of Transportation, and Federal Highway Administration, Report No. SPR 336.
280. Konur, O. and Matthews, F. L. (1989). “Effect of the properties of the constituents on the fatigue performance of composites: A review,” Composites, 20(4), 345-361.
281. Kumar, P., Chandrashekhara, K. and Nanni, A. (2001). “Structural Performance of A FRP Bridge Deck,” ASCE J. of Composites for Construction, 8(1), 35-47.
282. Lemistre, M., Gouyon, R., Kaczmarek, H., and Balageas, D. (2000). “Damage Localization in Composite Plates Using Wavelet Transform Processing on Lamb Wave Signals,” Proceedings of 2nd International Workshop on Structural Health Monitoring, Stanford University, Stanford, CA.
283. Liu, Z. (2007). “Testing and Analysis of a Fiber-Reinforced Polymer (FRP) Bridge Deck,” PhD. Dissertation, Civil Engineering Department, Virginia Polytechnic Institute, Blacksburg, VA.
284. McDad, P., Fowler, T., Medlock, R., and Ziehl, P. (2004). “Structural Health Monitoring of an Efficient Hybrid FRP/Reinforced Concrete Bridge System,” Proceedings of 2ndInternational Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
285. McLintock, F. A. and Argon, A. S. (1996). Mechanical Behavior of Materials. Addison-Wesley, NYC, NY.
286. MDA. (2008). “Composite Basics: Composite Manufacturing,” Composite Growth Initiative of the American Composites Manufacturing Association, http://www.mdacomposites.org/mda/psgbridge_cb_mfg_pro-cess.html. Accessed on December 27, 2008.
287. Miyano, Y., Nakada, M., Yonemori, T., and Tsai, S. W. (1999). “Time and Temperature Dependence of Static, Creep and Fatigue Behavior for FRP Adhesive Joints.” Proceedings of the 12th International Conference on Composite Materials, Paris.
288. NYSDOT. (1938). “Plans for Reconstruction of a Portion of the Pennsylvania State Line-Wellsburg, State Highway no. 1710,” Reconstruction Contract No. FAS-RC 40-36, State of New York Department of Public Works, Division of Highways, Albany, NY.
289. Reising, R. M. W., Shahrooz, B. M., Hunt, V. J., Lenett, M. S., Christopher, S., Neuman, A. R., Helmicki, A. J., Miller, R. A., Kondury, S. K., and Morton, S. (2001). “Performance of five-span steel bridge with fiber-reinforced polymer composite deck panels.” Transportation Research Record, 1770, 113-123.
290. Shahrooz, B. M., Reising, R., Hunt, V., Helmicki, A., and Neumann, A. R. (2002). “Testing and Monitoring of a Five-Span Bridge with Fiber Reinforced Polymer Deck Systems,” Proceedings, NDE Conference on Civil Engineering, ASNT, Cincinnati, OH.
291. Shekar, V., Aluri, S., Laosiriphong, K., Petro, S., and GangaRao, H. (2004). “Field Monitoring of Two Fiber Reinforced Polymer Bridges,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
292. Shekar, V., Petro, S. H., and GangaRao, H. V. S. (2003). “Fiber-reinforced polymer composite bridges in West Virginia.” Transportation Research Record, 1819(2), 378-384.
293. Smith, G., Hassan, T., and Rizkalla, S. (2004). “Bond Characteristics and Qualifications of Adhesives for Marine Applications And Steel Pipe Repair,” Technical Report: CFL-RD-04-01, IPS, North Carolina State University (NCSU), Constructed Facilities Lab (CFL), Raleigh, North Carolina.
294. STAAD.PRO. (2002). Users Guide Research Engineers, Intl. (REI), Yorba Linda, CA.
295. Staszewski, W., Biemans, C., Boller, C., and Tomlinson, G. (2000). “Impact Damage Detection in Composite Structures-Recent Advances,” Proceedings of 2nd International Workshop on Structural Health Monitoring, Stanford University, Stanford, CA.
296. Turner, M. K., Harries, K. A., and Petrou, M. F. (2003). “In-situ Structural Evaluation of GFRP Bridge Deck System.” Transportation Research Board 82nd Annual Meeting CD-ROM, Washington, DC.
297. Wang, C. and Chang, F. (2000). “Built-in Diagnostics for Impact Damage Identification of Composite Structures,” Proceedings of 2nd International Workshop on Structural Health Monitoring, Stanford University, Stanford, CA.
298. Winkelman, T. J. (2002). “Fiberglass Reinforced Polymer Composite Bridge Deck Construction in Illinois,” Illinois Department of Transportation, Physical Research Report No. 145, Springfield, IL.
299. Xiaorong, Z., Baoqi, T., and Shenfang, Y. (2000). “Study on Delamination Detection in CFRP Using Wavelet Signal Singularity Analysis,” Proceedings of 2nd International Workshop on Structural Health Monitoring, Stanford University, Stanford, CA.
300. Zhao, J. and DeWolf, J. T. (2002). “Dynamic monitoring of steel girder highway bridge.” Journal of Bridge Engineering, ASCE, 7(6), 350-356.
301. Akuthota, B., Hughes, D., Zoughi, R., Myers, J., and Nanni, A. (2004). “Near-field microwave detection of disbond in carbon fiber reinforced polymer composites used for strengthening cement-based structures and disbond repair verification.” Journal of Materials in Civil Engineering, Vol 16, No 6, 540-546.
302. Alampalli, S. (2005). “effectiveness of frp materials with alternative concrete removal strategies for reinforced concrete bridge column wrapping.” International Journal of Materials and Product Technology, Interscience Publishers, 23(3/4), 338-347.
303. Aref, A. and Jung, W-Y. (2003). “Energy-dissipating polymer matrix composite-infill wall system for seismic retrofitting,” Journal of Structural Engineering, ASCE, 129(4), 440-448.
304. Astrom, B. (1997). Manufacturing of Polymer Composites, Chapman & Hall, London, UK.
305. Bastianini, F., Ceriolo, L., Di Tommaso, A., and Zaffaroni, G. (2004). “Mechanical and nondestructive testing to verify the effectiveness of composite strengthening on historical Cast Iron Bridge in Venice, Italy.” Journal of Materials in Civil Engineering, 16(5), 407-414.
306. Black, S. (2005). “Repair of Infrastructures with Composites,” Composites Technology, http://www.compositesworld.com/articles/ct.aspx. Accessed March 31, 2011.
307. Bonfiglioli, B., Pascale, G., Strauss, A., and Bergmeister, K. (2004). “Strain Measuring on Fiber Composites by Bragg Grating Sensors,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
308. Brown, J. and Hamilton, H. (2004). “Infrared Thermography Inspection Procedures for the Non-Destructive Evaluation of FRP Composites Bonded to Reinforced Concrete,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
309. Chahrour, A. and Soudki, K. (2004). “Analysis of Corroding Steel Expansion that Leads to Crack Initiation and Propagation in CFRP Wrapped Concrete Cylinders,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
310. Dokun, O. D., Jacobs, L. J., and Haj-Ali, R. M. (2000). “Ultrasonic monitoring of material degradation in FRP composites.” Journal of Engineering Mechanics, 126(7), 704-710.
311. Erie County. accessed May 2011. “Trenchless Culvert Rehabilitation,” http://www.liquiforce.com/images/assets/Projects/USA/DickRd-CulvertRehab-ErieCounty-NewYork.pdf?phpMyAdmin=574b844a15441e088619089ebe7b8a03.
312. Ettouney, M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
313. Fafach, D., Shing, B., Chang, S., and Xi, Y. (2005). “Evaluation Of The FRP-Retrofitted Arches In The Castlewood Canyon Bridge,” Colorado Department of Transportation Research Report No. CDOT-DTDR-2005-01, Denver, CO.
314. Feng, M. Q., De Flaviis, F., and Kim, Y. J. (2002). “Use of microwaves for damage detection in fiber reinforced polymer-wrapped concrete structures.” Journal of Engineering Mechanics, 126(2), 172-183.
315. Feng, M. Q. and Kim, Y. J. (2004). “NDE of Concrete Structures using Microwaves,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
316. FHWA. (2008). “Composite Bridge Column Retrofitting in California,” http://www.fhwa.dot.gov/BRIDGE/frp/calcomp.cfm
317. Ganchev, S. I., Qaddoumi, N., Ranu, E., and Zoughi, R. (1995). “Microwave detection optimization of disbond in layered dielectrics with varying thickness.” IEEE Transactions on Instrumentation and Measurement, 34(4), 326-328.
318. Gheorghiu, C., Labossiere, P., and Proulx, J. (2004). “Fatigue and Post-Fatigue Reliability of Fabry-Perot FOS Installed on CFRP-Strengthened RC-Beams,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
319. Godinez-Azcuaga, V. F., Gostautas, R. S., Finlayson, R., Miller, R., and Trovillion, J. (2004). “Nondestructive Evaluation of FRP Wrapped Concrete Columns and Bridges,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY.
320. Hag-Elsafi, O., Alampalli, S., and Kunin, J. (2004). “In-service evaluation of a reinforced concrete T-beam bridge FRP strengthening system.” Journal of Composite Structures, Elsevier Science, 64(2), 179-188.
321. Hag-Elsafi, O., Kunin, J., and Alampalli, S. (2000). “Evaluating Effectiveness of FRP Composites for Bridge Rehabilitation through Load Testing,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
322. Hag-Elsafi, O., Lund, R., and Alampalli, S. (2002). “Strengthening of a bridge pier capbeam using bonded FRP composite plates.” Journal of Composite Structures, Elsevier Science, 57(1-4), 393-403.
323. Hawkins, G. F., Johnson, E. C., and Nokes, J. P. (2001). “In-Field Monitoring of the Durability of Composite Materials.” Aerospace report No. ATR-2001 (7595)-1, prepared for California Department of Transportation, Sacramento, CA.
324. Hughes, D., Kazemi, M., Marler, K., Myers, J., Zoughi, R., and Nanni, A. “Microwave detection of delaminations between fiber reinforced polymer (FRP) composite and hardened cement paste.” Review of Quantitative Nondestructive Evaluation, Brunswick, ME, 512-519.
325. Jackson, D., Islam, M., and Alampalli, S. (2000). “Feasibility of Evaluating the Performance of Fiber Reinforced Plastics (FRP) Wrapped Reinforced Concrete Columns Using Ground Penetrating Radar (GPR) and Infrared (IR) Thermography Techniques,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
326. Johnson, E. C., Nokes, J. P., and Hawkins, G. F. (1999). “NDE of composite seismic retrofits to bridges.” Nondestructive Characterization of Materials, 367-372.
327. Karbhari, V., Kaiser, H., Navada, R., Ghosh, K., and Lee, L. (2005). “Methods for Detecting Defects in Composite Rehabilitated Concrete Structures,” Submitted to Oregon Department of Transportation, and Federal Highway Administration, Report No. SPR 336.
328. Luangviai, K., Punurai, W., and Jacobs, L. (2002). “Guided Lamb wave propagation in composite plate/concrete component.” Journal of Engineering Mechanics, 128(12), 1337-1341.
329. Mooney, P. (2003). “A fix for aluminum overheads,” Public Roads, 67(3).
330. Moore, M., Green, T., Kahn, L., and Zureick, A. (2005). “Case Studies in the Evaluation of FRP Bond to Concrete,” Proceedings of the 2005 ASNT Fall Conference, Columbus, OH.
331. Mtenga, P. V., Parzych, J. G., and Limerick, R. (2001). “Quality assurance of FRP retrofit using infrared thermography.” Structures, 2001.
332. Nishizaki, I. and Meiarashi, S. (2002). “Long-term deterioration of GFRP in water and moist environment.” Journal of Composites for Construction, 6(1), 21-27.
333. Priestley, M. J. N. and Seible, F. (1991). “Seismic Assessment and Retrofit of Bridges.” Struct. Sys. Res. Proj., Rep. No. SSRP-91/103, University of California at San Diego, CA.
334. Sanyal, D. (2007). “Laser Induced Ultrasonic Characterization of FRP Composites,” Proceedings, International Conference on Advanced Materials and Composites, ICAMC.
335. Seifried, R. J., Laurence J., and Qu, J. (2002). “Propagation of guided waves in adhesive bonded components.” NDT & e International, 35(5), 317-328.
336. Starnes, M. A., Carino, N. J., and Kausel E. A. (2003). “Preliminary thermography studies for quality control of concrete structures strengthened with fiber-reinforced polymer composites.” Journal of Materials in Civil Engineering, 15(3), 266-273.
337. Taheri, F., Bell, S., and Halpin, B. (2002) “Static Response of FRP Strengthened Sawn Timber and Glulam Beams,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
338. Washer, G. and Alampalli, S. (2005) “NDE Technologies for Condition Assessment of FRP Retrofits,” ASNT Fall Conference and Quality testing Show, Columbus, OH.
339. Washer, G. A. (2003). “Nondestructive Evaluation for Highway Bridges in the United States.” International Symposium on Nondestructive Testing in Civil Engineering, Berlin, Germany.
340. Zhou, Z., Wang, B., and Ou, J. (2004). “Local Damage Detection of RC Structures with Distributive FRP-OFBG Sensors,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
341. AASHTO. (1985). Guide Specifications for Strength Design of Truss Bridges (Load Factor Design), 1st edi-tion including 1986 Interims, American Association of State Highway and Transportation Officials, Washington, DC.
342. AASHTO. (1994). Manual for Conditions Evaluation of Bridges, American Association of State Highway and Transportation Officials, Washington, DC.
343. AASHTO. (1996a). Standard Specifications for Highway Bridges, 16th edition including 1997 and 1998 Interim Specifications, American Association of State Highway and Transportation Officials, Washington, D.C.
344. AASHTO. (1996a). Standard Specifications for Highway Bridges, 16th edition, American Association of State Highway and Transportation Officials, Washington, DC.
345. AASHTO. (2001), Manual for Condition Evaluation of Bridges, American Association of State and Highway Transportation Officials, Washington, DC.
346. Agrawal, A., Kawaguchi, A., and Qian, G. (2009). “Bridge Element Deterioration Rates: Phase I Report,” New York State Department of Transportation, Project # C-01-51, Albany, NY.
347. Alampalli, S. and Elsafi, O. (1994). “Sensors and Instrumentation for Bridge Testing,” 40th International Instrumentation Symposium, Instrumentation Society of America, Baltimore, Maryland.
348. Alampalli, S. and Fu, G. (1992). “Influence Line Tests of Isotropically Reinforced Bridge Deck Slabs,” NYSDOT report, Albany, NY.
349. Ashour, H., Al-Harami, A., and Rublah, A. (1993). “Building a general purpose microcomputer based mechani-cal measurement system,” Experimental Techniques, 17(3), 34-37.
350. Barker, M. C. (2001). “Quantifying field-test behavior for rating steel girder bridges,” ASCE, Journal of Bridge Engineering, 6(4), July/August, 254-261.
351. Biggs, J. M. (1964). Introduction to Structural Dynamics, McGraw-Hill, New York, NY.
352. Chajes, M. J., Shenton, H. W., and O’Shea, D. (2000). “Assessing Bridge Capacity Using NDT Methods,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
353. Chowdhury, M. R. (2000). “A comparison of Bridge Load Capacity Using Accelerometer and Strain Gauge Data,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
354. Ettouney, M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
355. Ettouney, M. M. (1980). “Dynamic Influence Lines with Application to the Design of Turbine Generator Pedestals,” Prepared for the Standards Division, Burns and Roe, Inc., Woodbury, NY.
356. FHWA (2002). Bridge Inspector’s Reference Manual (BIRM), Vols. I and II, FHWA-NHI-03-001, Federal Highway Administration, U.S. Department of Transportation, Washington, DC.
357. Finno, R. J. and Chao, H. C. (2000). “Nondestructive Evaluation of Selected Drilled Shafts at the Central Artery/Tunnel Project,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
358. Fu, G. (1995). “Highway Bridge Rating by Nondestructive Proof-Load Testing For Consistent Safety,” New York State Department of Transportation, NYS-DOT, Research Report No. 163, Albany, NY.
359. Fuchs, P. A. and Jalinoos, F. (2006). “Laser System Measurements on the FHWA Curved Girder Bridge,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
360. Fuchs, P. A., Washer, G. A., and Chase, B. (2000). “Ultrasonic Stress Measurements on Curved Girder Bridge Cross Frame Members,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
361. Green, M. F. (1995). “Modal Test Methods For Bridges: A Review.” Proceedings of the 13th International Modal Analysis Conference (IMAC), Volume 1, Nashville, Tennessee.
362. Hag-Elsafi, O. and Kunin, J. (2002). “Integrity Evaluation of Coeymans Creek Bridge,” Proceedings, NDE Conference on Civil Engineering, ASNT, Cincinnati, OH.
363. Hag-Elsafi, O. and Kunin, J. (2006). “Load Testing for Bridge Rating: Route 22 Over Swamp River,” Special Report 144, Transportation R&D Bureau, NYSDOT, Albany, New York, NY.
364. Hag-Elsafi, O., Kunin, J., and Alampalli, S. (2006) “Court Street Bridge Monitoring and Load Testing,” Special Report 143, Transportation Research and Development Bureau, New York State Department of Transportation, Albany, NY.
365. Hirachan, J. and Chajes, M. (2005). “Experimental influence lines for bridge evaluation,” Journal of Bridge Structures, 1(4), 405-412.
366. Hunt, V. J. and Helmicki, A. J. (2002). “Field Testing and Condition Evaluation of a Steel-Stringer Bridge for Superload,” Proceedings, NDE Conference on Civil Engineering, ASNT, Cincinnati, OH.
367. Karbhari, V., Kaiser, H., Navada, R., Ghosh, K., and Lee, L. (2005). “Methods for Detecting Defects in Composite Rehabilitated Concrete Structures,” Submitted to Oregon Department of Transportation, and Federal Highway Administration, Report No. FHWA-OR-RD-05-09.
368. Lagace, S. (2004). “Practical Use of Load Testing to Eliminate Permit Vehicle Restrictions,” Proceedings, NDE Conference on Civil Engineering, ASNT, Buffalo, NY
369. Lichtenstein, A. G. (1993). ‘‘Bridge rating through nondestructive testing.’’ Final Draft, NCHRP Proj. 12-28(13) A, Transp. Res. Board, National Research Council, Washington, DC.
370. Lih, Z., Zhou, M., and Liu, J. (2004). “The analysis on the Impact Coefficient of Bridge with Response Spectrum,” Proceedings of the 23rd Southern African Transport Conference (SATC 2004), Pretoria, South Africa.
371. McCaffrey, B. (2006) “Bridge Load Rating Practices in New York State,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
372. Mertz, D. (2005), “Load Rating By Load and Resistance Factor Evaluation Method,” NCHRP Project 20-70/Task 122, Washington, DC.
373. Moses, F. and Verma, D. (1987). “Load Capacity Evaluation of Existing Bridges,” NCHRP Report No. 301, Washington, DC.
374. NCHRP. (1998). “Manual for Bridge Rating through Load Testing,” National Cooperative Highway Research Program, NCHRP, Research Results Digest, No. 234, Washington, D.C.
375. NYSDOT. (2001), Albany, NY. “New York State Department of Transportation Standard Specifications for Albany, Highway Bridges” and provisions in effect as of April 2001, New York State Department of Transportation, Albany, NY.
376. NYSDOT. (2001). Project Design file, unpublished, Structures Division, New York State Department of Transportation, Albany, NY.
377. NYSDOT. (2005). “Load Rating/Posting Guidelines for State Owned Highway Bridges,” New York State Department of Transportation Engineering Instruction Report No 05-000, Albany, NY.
378. NYSDOT Research Report 153 “Proof Testing of Highway Bridges.” Available from the Transportation Research and Development Bureau, New York State DOT, State Campus, Albany, NY. 12232.
379. NYSDOT Research Report 163 “Highway Bridge Rating by Nondestructive Proof-Load Testing for Consistent Safety.” Available from the Transportation Research and Development Bureau, New York State DOT, State Campus, Albany, NY. 12232.
380. Prader, J., Grimmelsman, K, Jalinoos, F., Ghashemi, H., Burrows, S., Taylor, J., Liss, F., Moon, F., Aktan, E. (2006). “Load Testing and Rating of Undocumented Reinforced Concrete Bridges,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
381. Roufa, G. J. (2006). “Use of Rotating Laser Systems in Load Testing of Bridges,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
382. Salawu, O. and Williams, C. (1995). “Review of full-scale dynamic testing of bridge structures.” Engineering Structures, 17(2), 113-121.
383. Shenton, H.W., Chajes, M. J., and Holloway, E. S. (2000). “A System for Monitoring Live Load Strain in Bridges,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
384. Wacker, J. P., Wang, X., Brashaw, B., and Ross, R. (2006). “Estimating Bridge Stiffness Using a Forced Vibration Technique for Timber Bridge Health Monitoring,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
385. Yanev, B. (2007). Bridge Management, John Wiley & Sons, Hoboken, NJ.
386. Yost, J. R. and Assis, G. (2000). “Load Testing of the Washington & Main Street Railroad Bridge,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
387. Zeng, X., Yu, Q., Ferrier, G., Bao, X., Steffen, R., and Bowman, M. (2002). “Strain Measurement of the Load Test on the Rollinsford Bridge Using the Distributed Brillouin Sensor,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
388. AASHTO. (1964). “Information Guide for Maintenance Personnel,” American Association for State Highway and Transportation Officials, Washington, DC.
389. ASCE, ASCE/SEI-AASHTO. (2009). “White paper on bridge inspection and rating,” Ad Hoc Group on Bridge Inspection, Rating, Rehabilitation, and Replacement, Journal of Bridge Engineering, 14.
390. Agrawal, A., Kawaguchi, A., Chen, Z., Lagace, S., and Delisle, R., (2008b). “Case Study on Factors Affecting Deterioration of Bridge Elements in New York,” NDE/NDT for Highways and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
391. Agrawal, A., Kawaguchi, A., and Qian, G. (2008a). “Bridge Element Deterioration Rates: Phase I, Report,” TIRC/NYSDOT Project # C-01-51, NYSDOT, Albany, NY.
392. Alampalli, S., Ettouney, M., and Gajer, R. (2003). “Structural Health Issues for FRP Bridge Decks,” 2003 New York City Bridge Conference, New York, NY.
393. Alampalli, S. and Jalinoos, F. (2009). Use of NDT Technologies in US Bridge Inspection Practice, Materials Evaluation, ASNT, Columbus, OH.
394. Alampalli, S., O’Connor, J. S., andYannotti, A. P. (1999). “Advanced Composites for Cost-Effective Rehabilitation of Bridges,” Advances in Composite Materials and Mechanics, ASCE Special Publication, pp. 76-84.
395. Alampalli, S., Schongar, G., and Greenberg, H. (2004). “In-Service Performance of an FRP Superstructure.” Special Report 141, Transportation Research and Development Bureau, New York State Department of Transportation, Albany, NY.
396. Baker, D. V. and Chen, S-E. (2000). “Visual Inspection Enhancement via. Virtual Reality,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
397. Bakht, B., Jaeger, L., and Mufti, A. (2002). “Use of in-service Performance of a Bridge to Modify its Safety Assessment: An Introduction,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
398. Benjamin, J. R. and Cornell, C. A. (1970). Probability, Statistics, and Decision-Making for Civil Engineers. McGraw-Hill, New York, NY.
399. Chase, S. B. and Gaspar, L. (2000). “Modeling the reduction in load capacity of highway bridges with age.” Journal of Bridge Engineering, ASCE, 5(4), 331-336.
400. DeLisle, R., Shufon, J., and Adams, L. (2003). “Development of Network-Level Bridge Deterioration Curves for Use in NYSDOT’s Asset Management Process,” NYS-DOT, Albany, NY.
401. DeLisle, R., Shufon, J., and Adams, L. (2004). “Development of Network-Level Bridge Deterioration Curves for Use in NYSDOT’s Asset Management Process.” Presented at the 2004 Transportation Research Board Annual Meeting, Washington, DC.
402. DeLisle, R., Sullo, P., and Grivas, D. (2002). “A Network-Level Pavement Performance Model That Incorporate Censored Data,” TRP preprint Number 03-4281.
403. Elsayed, A. E. and Ettouney, M. M. (1994). “Perturbation analysis of linear programming problems with ran-dom parameters,” Computers and Operation Research, 21, 211-224.
404. Ettouney, M. M. and Alampalli, S. (2000). “Engineering Structural Health.” ASCE Structures Congress 2000, Philadelphia, PA.
405. Ettouney, M. M. and Alampalli, S. (2006). Engineering of Structural Health, CRC Press, Boca Raton, FL.
406. Ettouney, M. M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
407. FHWA. (2003). Bridge Inspector’s Reference Manual, (BIRM-2003).
408. FHWA. (1995). Recording and Coding Guide.
409. FHWA. (2005). http://www.fhwa.dot.gov/winter/roadsvr/CS037.htm. Accessed April 6, 2011.
410. Frangopol, D. and Yang, C. (2004). “Health and Safety of Civil Infrastructures: A Unified Approach,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
411. Furuta, H., Hirokane, M., Muraki, H., Tanaka, S., and Frangopol, D. (2004). “Bridge Management System Using Digital Photos,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
412. Hawk, H. (2003). “Life-Cycle Cost Analysis,” NCHRP Report 483, Transportation Research Board, Washington, DC.
413. Hawk, H. and Small, E. P. (1998). “The BRIDGIT bridge management system.” Structural Engineering International, (4) 309-314. International Association of Bridge and Structural Engineering (IABSE), Zurich, Switzerland.
414. Jalinoos, F. (2008). “Use of Nondestructive Evaluation (NDE) Tools in the U.S. Bridge Inspection Practice,” NDE/NDT for Highways and Bridges: Structural Materials Technology (SMT), ASNT, Oakland, CA.
415. Kong, J. S. and Frangopol, D. M. (2003). “Evaluation of expected life-cycle maintenance cost of deteriorating structures,” Journal of Structural Engineering, ASCE, 129(5), 682-691.
416. Krieger, J. and Friebel, W. D. (2000). “NDT Methods for the Inspection of Road Tunnels,” Structural Materials Technology: An NDT Conference, ASNT, Atlantic City, NJ.
417. Livingston, R. A., Ceesay, J., Amden, A. M., and Newman, J. W. (2006). “Development of a Portable Laser Shearography System for Crack Detection in Bridges,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
418. Madanat, S. and Ibrahim, W. (1995). “Poisson regression models of infrastructure transition probabilities,” ASCE Journal of Transportation Engineering, 121(3), 267-272.
419. Medina, E., Aldrin, J., Allwin, D., Fisher, J., Ahmed, M., and Knopp, J. (2005). “Simulation-Based Design and Tradeoff Analysis with Probabilistic Risk Assessment for NDE and SHM,” Proceedings of the 2005 ASNT Fall Conference, Columbus, OH.
420. Mishlani, R. and Madanat, S. (2002). “Computation of infrastructure transition probabilities using stochastic duration models,” ASCE Journal of Infrastructure Systems, 8(4), 756-765.
421. Miyamoto, A. and Motoshita, M. (2004). “An integrated Internet Monitoring System for Bridge Maintenance,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures ISIS Canada Corporation, Manitoba, Canada.
422. NBIS (2004). Federal Regulations: National Bridge Inspection Standards, Federal Highway Administration, Washington, DC.
423. NYSDOT. (2001). “Overload Vulnerability Manual,” Report by New York State Department of Transportation, Albany NY.
424. NYSDOT. (2003). “Hydraulic Vulnerability Manual,” Report by New York State Department of Transportation, Albany NY.
425. NYSDOT (2007). “SFY 2006-07: Annual Report of Bridge Management and Inspection Programs,” New York State Department of Transportation, Albany, NY
426. PENNDOT. (2003). “Software Analysis Report,” Report by Pennsylvania Department of Transportation, PENNDOT Harrisburg, PA.
427. Pontis 4.4. (2005a). “Pontis Release 4.4: User’s Manual,” Prepared for AASHTO by Cambridge Systematics, Inc., Cambridge, MA.
428. Pontis 4.4. (2005b). “Pontis Release 4.4: Technical Manual,” Prepared for AASHTO by Cambridge Systematics, Inc., Cambridge, MA.
429. Sathantip, C., Rens, K., and Neimann, Y. “Deterioration Model for Bridge Management Systems: User’s Manual,” City and County of Denver, Department of Public Works, Denver, CO.
430. Shoukouhi, P., Gucunski, N., and Wiggenhauser, H. (2006). “Using Impact Echo for Non-Destructive Detection of Delamination in Concrete Bridge Decks,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
431. Soderqvist, M-K. and Veijola, M. (1998). “The Finnish Bridge Management System,” Structural Engineering International.
432. Takeda, T., Yasue, S., Oshima, T., Tamba, I., and Mikami, S. (2004). “Bridge Management System (BMS) for Multi-Span Long Bridges,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
433. Taljsten, B., Hejll, A., and Olofsson, T. (2002). “Structural Health Monitoring of Two Railway Bridges,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures ISIS Canada Corporation, Manitoba, Canada.
434. Testa, R. B. and Yanev, B. S. (2002). “Bridge maintenance level assessment,” Computer-Aided Civil and Infrastructure Engineering, 17(5), 358-367.
435. Thompson, -P. D., Small, E. P., Johnson, M., and Marshall, A. R. (1998). “The Pontis bridge management system.” Structural Engineering International. International Association of Bridge And Structural Engineering (IABSE), Zurich, Switzerland 8(4), 303-308.
436. Ulku, A. E., Attanayake, U., and Aktan, H. M. (2006). “Remaining Service Life Estimation of Bridge Components by Knowledge Discovery Techniques,” NDE Conference on Civil Engineering, ASNT, St. Louis, MO.
437. Watters, D. G. (2003). “Wireless Sensors Will Monitor Bridge Decks,” Better Roads Magazine, February 2003.
438. Watters, D. G., Jayaweera, P., Bahr, A. J., and Huestis, D. L. (2001). “Design and Performance of Wireless Sensors for Structural Health Monitoring,” Review of Progress in Quantitative Nondestructive Evaluation, Brunswick, ME, 21A, 969-976.
439. Yanev, B. (1996). “Optimal Management and Rehabilitation Strategy for the Bridges of New York City.” Proceedings of the International Conference on Retrofitting of Structures, March 11-13, 1996, Columbia University, NY, pp. 311-327.
440. Yanev, B. (1997). “Life-Cycle Performance of Bridge Components in New York City.” Recent Advances in Bridge Engineering, Zurich, July 1997, pp. 385-392.
441. Yanev, B. (1998). “Bridge Management for New York City.” Structural Engineering International. 1998/03. 8(4), 211-215. International Association of Bridge and Structural Engineering (IABSE), Zurich, Switzerland.
442. Agrawal, A., Kawaguchi, A., and Qian, G. (2009). “Bridge Element Deterioration Rates: Phase I Report,” New York State Department of Transportation, Project # C-01-51, Albany, NY.
443. Alampalli, S. and Lund, R. (2006). “Estimating fatigue life of bridge components using measured strains.” Journal of Bridge Engineering, ASCE, 11(6), 725-736.
444. Bazovsky, I. (2004). Reliability Theory and Practice, Dover Publications, Mineola, NY.
445. Benjamin, J. R. and Cornell, A. C. (1970). Probability, Statistics, and Decision for Civil Engineers, McGraw-Hill, New York.
446. Bentur, A., Diamond, S., and Berke, N. (1997). Steel Corrosion in Concrete: Fundamentals and Civil Engineering Practice, E&FN Spon, an imprint of Chapman & Hall, London, UK.
447. Chapman, R. (2003). “Applications of Life-Cycle Cost Analysis to Homeland Security Issues in Constructed Facilities: A Case Study,” National Institute of Standards and Technology, Gaithersburg, MD.
448. Chapman, R. and Leng, C. (2004). Cost-Effective Responses to Terrorist Risks in Constructed Facilities, National Institute of Standards and Technology, Gaithersburg, MD.
449. El-Diraby, T. and Rasic, I. (2002). “A Framework for Life-Cycle Costing of Smart Materials in Civil Infrastructure,” Proceedings of 1st International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
450. Ettouney, M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
451. Ettouney, M., Alampalli, S., and Agrawal, A. (2005). “Theory of Multihazards for Bridge Structures,” Journal of Bridge Structures: Assessment, Design and Construction, Taylor and Francis, 1(3), 281-291.
452. Hawk, H. Life-Cycle Cost Analysis (2003), “Life-Cycle Cost Analysis,” NCHRP Report 483, Transportation Research Board, Washington, DC.
453. Lund, R. and Alampalli, S. (2004). “Estimating Fatigue Life of Patroon Island Bridge Using Strain Measurements,” Special Report No. 142, New York State Department of Transportation, Albany, NY.
454. Melchers, R. (2002). Structural Reliability Analysis and Prediction, John Wiley and Sons, New York, NY.
455. Oshima, T., Takeda, T., Beskhyroun, S., Yasue, S., and Tamba, I. (2004). “Structural Health Monitoring for Life Cycle Management (LCM) of Bridges,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
456. Peil, U. and Mehdianpour, M. (2000). “Life Cycle Prediction via Monitoring,” Proceedings of 2nd International Workshop on Structural Health Monitoring, Stanford University, Stanford, CA.
457. Yagi, T., Nakano, T., Yamada, K., and Ojio, T. (2004). “Service Load Monitoring by BWIM Using Reaction Force Method,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada.
458. Yoneda, M. and Edamoto, K. (2004). “Development of Bridge Weigh-in-Motion System Using Genetic Algorithm on Highway Bridges,” Proceedings of 2nd International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Corporation, Manitoba, Canada
459. Alampalli, S. and Ettouney, M. (2007). Proceedings of the Workshop on Structural Health Monitoring and Its Role in Enhancing Bridge Security, New York State Department of Transportation, Albany, NY.
460. Ettouney, M. and Alampalli, S. (2012). Infrastructure Health in Civil Engineering: Theory and Components, CRC Press, Boca Raton, FL.
461. FEMA. (2006). “Risk Assessment: A How-To Guide to Mitigate Potential Terrorist Attacks,” FEMA 452, Federal Emergency Management Agency, FEMA Publication, Washington, DC.
462. FEMA. (2008). “Site and Urban Design for Security: Guidance against Potential Terrorist Attacks,” FEMA 430, Federal Emergency Management Agency, FEMA Publication, Washington, DC.
463. FEMA. (2009). “Handbook for Rapid Visual Screening of Buildings to Evaluate Terrorism Risk,” FEMA 455, Federal Emergency Management Agency, FEMA Publication, Washington, DC.
464. FEMA. (2010). “A How-To Guide to Mitigate Potential Terrorist Attacks,” FEMA 426, Federal Emergency Management Agency, FEMA Publication, Washington, D.C.
465. FHWA. (2003). Recommendations for Bridge and Tunnel Security, Federal Highway Administration, Washington, D.C.
466. Mays, G. C. and Smith, P. D. (1995). Blast Effects on Buildings, Thomas Telford, London, UK.