Controlling Buildings: A New Frontier in Feedback

IEEE Control Systems

Volumn 17, Issue 6, 1997, Pages 19-35

  Spencer, B F ^a   Sain, Michael K ^a  

^a University of Notre Dame   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACTUATORS; ALGORITHMS; CONTROL; CONTROL EQUIPMENT; FEEDBACK CONTROL; FLOWCHARTING; PERFORMANCE;

BUILDING CONTROL;

STRUCTURES (BUILT OBJECTS);

EID: 0031386959     PISSN: 1066033X     EISSN: None     Source Type: Journal    
DOI: 10.1109/37.642972     Document Type: Article

References (158)

1. T.T. Soong, Active Structural Control: Theory and Practice, Longman Scientific and Technical, Essex, England, 1990.
2. Y. Fujino, T.T. Soong, and B.F. Spencer Jr., “Structural Control: Basic Concepts and Applications,” Proc.ASCE Struct. Cong.XZV, Chicago, IL, pp. 1277-1287, April 1996.
3. G.W. Housner et al., “Structural Control: Past Present and Future,” J. Engrg. Mech., ASCE, September 1997.
4. J.T.P.Yao, “Concept of Structural Contro1,” ASCEJ. Struct. Div., vol. 98, pp. 1567-1574, 1972.
5. J. Suhardjo, B.F. Spencer Jr., and A. Kareem, “Frequency Domain Optimal Control of Wind Excited Buildings,” J. Engrg. Mech., ASCE, vol. 118, no. 12,pp. 2463-2481, 1992.
6. B.F. Spencer Jr., J. Suhardjo,and M.K. Sain, “Frequency Domain Optimal Control Strategies for Aseismic Protection.” J. Engrg. Mech., ASCE, vol. 120, no. 1, pp. 135-159, 1994.
7. E. Jabbari, W.E. Schmitendorf, and J.N. Yang, “H-Control for SeismicExcited Buildings with Acceleration Feedback,” J. Engrg. Mech., ASCE, vol. 21, no. 9, pp. 994-1002, 1995.
8. I.E. Kose,W.E. Schmitendorf, E Jabbari, and J.N. Yang, “H-Active Seismic Response Control Using Static Output Feedback,” I. Engrg. Mech., ASCE, vol. 122,no. 7, pp. 651-659, 1996.
9. K. Nonami, H. Nishimura, and H. Tian, “H-/ p Control-Based Frequency-Shaped Sliding Mode Control for Flexible Structures,” Proc. 1st WorldConf. on Struct. Control,Los Angeles, CA, pp. TP4:110-119,August 1994.
10. J.N. Yang, J.C. Wu, and A.K. Agrawal, “Sliding Mode Control for Seismically ExcitedLinear Structures,” J.Engrg. Mech.,ASCE, vol. 121,no. 12, pp. 1386-1390, 1995.
11. R. Adhikari and H. Yamaguchi, “Sliding Mode Control of Gust Response of Tall Buildings,” Proc. 2nd Int. Workshopon Struct. Control,Hong Kong, pp. 11-19, December 1996.
12. M.P. Singh,E. Matheu, and C. Beattie, “Output-Feedback Sliding Mode Control for Civil Engineering Structures,” Proc. 2nd Int. Workshop on Struct. Control,Hong Kong, pp. 609-620, December 1996.
13. J. Geoffrey Chase and H. Allison Smith,” Robust H Control Considering Actuator Saturation: I. Theory: II. Applications,” J. Engrg. Mech., ASCE, vol. 122, no. 10, pp. 976-993, 1996.
14. A.K. Agrawal, J.N. Yang,W.E. Schmitendorf, and F. Jabbari,” Stability of Actively Controlled Structures with Actuator Saturation,” J. Struct. Engrg., ASCE, vol. 123,no. 4, pp. 505-512, 1997.
15. B.F. Spencer Jr., M.K. Sain, J.C. Kantor, and C. Montemagno, “Probabilistic Stability Measures for Controlled Structures Subject to Real Parameter Uncertainties,” Smart Mat. and Struct., vol. 1, pp. 294-305, 1992.
16. B.F. Spencer Jr., M.K. Sain, C.-H. Won, D.C. Kaspari Jr., and P.M. Sain, “Reliability-Based Measures of Structural Control Robustness,” Struct. Safety, vol. 15,pp. 111-129,1994.
17. R.V. Field Jr.,L.A. Bergman, and W.B. Hall,” Computation of Probabilistic Stability Measures for a Controlled Distributed Parameter System,” Proh. Engrg. Mech., vol. 10,no. 3, pp. 181-189, 1995.
18. R.V. Field Jr., P.G. Voulgaris, and L.A. Bergman, “Methods to Compute Probabilistic Measures of Robustness for Structural Systems,” J. Vih. and Control,vol. 2, no. 4, pp. 447-464, 1996.
19. R.V. Field Jr., P.G. Voulgaris,and L.A. Bergman, “Probabilistic Stability Robustness of Structural Systems,” J.Engrg. Mech.,ASCE, vol. 122, no. 10, pp. 1012-1021, 1996.
20. R.V. Field Jr., P.G. Voulgaris, and L.A. Bergman, “Probability-Based Stability Assessment of Controlled Structures,” Proc. IFAC, 1996 Triennial World Congress, San Francisco, CA, vol. 1, pp. 187-192, June 30-July 5, 1996.
21. R.V. Field Jr. and L.A.Bergman, “Reliability-Based Covariance Control Design,” Proc. 1997 American Control Conf., Albuquerque, NM, pp. WA01:11-15, June 1997.
22. S. Nagarajaiah, “Fuzzy Controller for Structures with Hybrid Isolation System,” Proc. 1st World Conf. on Struct. Control, Los Angeles, CA, pp. TA2:67-76, August 1994.
23. R.S. Subramaniam, A.M. Reinhorn, M.A. Riley, and S. Nagarajaiah, “Hybrid Control of Structures Using Fuzzy Logic,” Microcomputers in Civil Engrg., vol. 11, no. 1, pp. 1-17, 1996.
24. L. Faravelli and T. Yao, “Use of Adaptive Network in Fuzzy Control of Civil Structures,” Microcomputers in CivilEngrg., vol. 11,pp. 67-76, 1996.
25. E. Casciati, L. Faravelli, and T. Yao, “Control of Nonlinear Structures Using the Fuzzy Control Approach,” Nonlinear Dyn., vol. 11,pp. 171-187, 1996.
26. F. Casciati, “Checking the Stability of a Fuzzy Controller for Nonlinear Structures,” Microcomputers in Civil Engrg., vol. 12, pp. 205-215, 1997.
27. P. Venini and Y.K. Wen. “Hybrid Vibration Control of MDOFHysteretic Structures with Neural Networks,” Proc. 1st World Conf. on Struct. Control, Los Angeles, CA, pp. TA353-62, August 1994.
28. J. Ghaboussi and A. Joghataie, “Active Control of Structures Using Neural Networks,” J. Engrg. Mech., ASCE, vol. 121, no. 4, pp. 555-567, 1995.
29. S.J. Dyke, B.F. Spencer Jr., P. Quast, and M.K. Sain, “The Role of Control-Structure Interaction in Protective System Design,” J. Engrg. Mech., ASCE, vol. 121,no. 2, pp. 322-338, 1995.
30. R.E. Skelton and J. Lu, “Weighted Closed-Loop Identification and Control of Civil Structures,” Proc. SPIE Smart Mat. and struct. Conf., vol. 2721, pp. 106-117, 1996.
31. A. Nishitani, N. Yamada, Y. Nitta, and S. Yamada, “Concept of Model Reduction for Structural Control,” Proc. 2nd Int. Workshopon Struct. Control, Hong Kong, pp. 372-381, December 1996.
32. H.A. Smith and A.G. Schemmann,” Modeling Issues Associated with Vibration Control of Cable-Stayed Bridges subjected to Multiple Support Excitation,” Proc. 2nd Int. Workshop on Struct. Control, Hong Kong, pp. 509-520, December 1996.
33. D.P. Tomasula, B.F. Spencer Jr., and M.K. Sain, “Nonlinear Structural Control for Limiting Extreme Dynamic Responses,” J.Engi-g.Mech.,ASCE, vol. 122, no. 3, pp. 218-229, 1996.
34. B.F. Spencer Jr., T.L. Timlin, M.K. Sain, and S.J.Dyke,” Series Solution of a Class of Nonlinear Optimal Regulators,” J. Opt.Theory and Appl., vol. 91, no. 5, pp. 321-345, 1996.
35. A.K. Agrawal and J.N. Yang, “Optimal Polynomial Control of SeismicExcitedLinear Structures,” J.Engrg. Mech.,A X E, vol. 122, no. 8, pp. 753-761, 1996.
36. J.N. Yang, A.K. Agrawal, and S.Chen, “Optimal Polynomial Control for Seismically Excited Non-linear and Hysteretic Structures,” Earthquake Engrg. and Struct. Dyn., vol. 25, no. 11,pp. 1211-1230, 1996.
37. A.K. Agrawal and J.N. Yang, “Static Output Polynomial Control for Lineal-Structures,” J. Engrg. Mech., ASCE, vol. 123, no. 6, pp. 639-643, 1997.
38. L.L. Chung, R.C. Lin,T.T. Soong,and A.M. Reinhorn,” Experiments on Active Control for MDOF Seismic Structures,” J.Engrg. Mech., ASCE, vol. 115, no. 8, pp. 1609-1627, 1989.
39. A.M. Reinhorn, T.T. Soong, M.A. Riley, R.C. Lin, S.Aizawa, and M. Higashino, “Full-Scale Implementation of Active Control: 11. Installation and Performance,” J.Struct.Engrg., A X E, vol. 119,no. 6, pp. 1935-1960, 1993.
40. P. Quast, M.K. Sain, B.F. Spencer Jr., and S.J. Dyke, “Microcomputer Implementations of Digital Control Strategies for Structural Response Reduction,” Microcomputers in CivilEngrg., vol. 10, pp. 13-25, 1995.
41. S.J. Dyke, B.F. Spencer Jr., P. Quast, D.C. Kaspari Jr., and M.K. Sain, “Implementation of an Active Mass Driver Using Acceleration Feedback Control,” Microcomputers in Civil Engrg., vol. 11,pp. 305-323, 1996.
42. S.J. Dyke, B.F. Spencer Jr., P. Quast, M. K. Sain, D.C. Kaspari Jr., and T.T. Soong,” Acceleration Feedback Control of MDOF Structures,” J.Engrg. Mech., ASCE, vol. 122, no. 9, pp. 907-918, 1996.
43. J.N. Yang, J.C. Wu, A.M. Reinhorn, M. Riley, W.E. Schmitendorf, and E Jabbari,” Experimental Verifications of H_and Sliding Mode Control for Seismically Excited Buildings,” J.Struct.Eiagrg.,ASCE, vol. 122,no. 1,pp. 69-75, 1996.
44. B.F. Spencer Jr., S.J.Dyke, and H.S. Deoskar, “A Benchmark Problem n Structural Conlrol,” Proc.ASCEStruct. Cong.XY Portland, OR,vol. 2,pp. 1265-1269, 1997.
45. B.F. Spencer Jr., S.J.Dyke, and H.S. Deoskar, “Benchmark Problems in Structural Control-Part I: Active Mass Driver System;Part I 1 Active Tendon System,” Earthquake Engineering and Struct. Dyn., to appear.
46. T. Kobori, “Future Direction on Research and Development of Seismic Response-Controlled Structure,” Proc. 1st World Cant on Struct. Control, Los Angeles, CA, Panel:19-31,August 1994.
47. M. Sakamoto,T. Kobori, T. Yamada, and M. Takahashi, “Practical Applications of Active and Hybrid Response Control Systemsand Their Verifications by Earthquake and StrongWind Observations,” Proc. 1st World Conf. on Struct. Control,Los Angeles, CA, pp. WP2:90-99, August 1994.
48. T.T. Soong and A.M. Reinhorn, “An Overview of Active and Hybrid Structural Control Research in the U.S.,” The Struct. Dyn. Design of Tall Buildings, vol. 2, pp. 192-209, 1993.
49. K. Tanida, Y. Koike, K. Mutaguchi, and N. Uno, “Development of Hybrid Active-Passive Damper,” Active and Passive Damping, ASME, PVP vol. 211,pp. 21-26, 1991.
50. K. Tanida, “Active Control of Bridge Towers During Erection,” Proc. 3rd Colloquium on Vib.Control of Struct., JSCE, part A, pp. 173-184, 1995 (in Japanese)
51. Y.Koike, T. Murata, K. Tanida, T. Kobori, K. Ishii, and Y.Takenaka, “Development of V-Shaped Hybrid Mass Damper and Its Application to High-Rise Buildings,” Proc. 1st World Conf. on Struct. Control,Los Angeles, CA, pp. FA2:3-12,August 1994.
52. S.Yamazaki, N. Nagata, and H. Abiru, “Tuned Active Dampers Installed in the Minato Mirai (MM) 21 Landmark Tower in Yokohama,” J. Wind Engg. and Iizdust. Aerodyn., vol. 43, pp. 1937-1948, 1992.
53. S. Ohrui, T. Kobori, M. Sakamoto, N. Koshika, I.Nishimura, K. Sasaki, A. Kondo, and I. Fukushima, “Development of Active-Passive Composite Tuned Mass Damper and an Application to the High Rise Building,” Proc. 1st World Cons on Struct. Control, Los Angeles, CA, pp. TPl:100-109, August 1994.
54. H. Iemura and K. Izuno, “Development of the Self-Oscillating TMD and ShakingTable Tests,” Proc. 1st World Conf. on Struct. Control,Los Angeles, CA, pp. WP2:42-51, August 1994.
55. S.Otsuka, I. Shimoda,N. Kawai, K. Inaba, M. Kurimoto, K. Yasui, and M. Mochimaru, “Development and Verification of Activepassive Mass Damper,” Proc. 1st World Cons on Struct. Control, Los Angeles, CA, pp. WP2:72-79, August 1994.
56. W. Cheng, W. Qu, and A. Li, “Hybrid Vibration Control of Nanjing TV Tower under Wind Excitation,” Proc. 1st World Conf. on Struct. Conti-01, Los Angeles, CA, pp. WP2:32-41,August 1994.
57. M. Higashino and S.Aizawa, “The Application oPActive Mass Damper System in Actual Buildings,” Proc. Int. Workshop on Struct. Control,Honolulu, HI, pp. 194-205, 1993.
58. J. Hirai, A. Hisanori, and E. Tsuji, “Study on Tuned Active Damper for Control Tower of Kansai International Airport,” Proc. Int. Workshop on Struct. Control, Honolulu, HI, pp. 206-13, 1993.
59. H. Ohyama, K. Tanaka, N. Arai, Y. Ishiguro, M. Ishii, K. Murakoshi, Y. Nakamura, H. Miyano, H. Hora, and T. Fujita, “Practical Application of Hybrid Mass Damper Using AC-Servomotor for Vibration Control of a Slender Tall Building,” Proc. 1st World Conf. on Struct. Control, Los Angeles, CA, pp. WP2:62-71, August 1994.
60. T. Suzuki, M. Kageyama, A. Nobata, S. Inaba, and O. Yoshida, “Active Vibration Control System Installed in a High-Rise building,” Proc. 1st World Conf. on Struct. Control, Los Angeles, CA, pp. FP3:3-11, August 1994.
61. Y. Fujino, “Recent Research and Developments on Control of Bridges under Wind and Traffic Excitations in Japan,” Proc.Int. Workshop on Struct. Control,pp. 144-150, 1994.
62. Y. Fujino and H. Yamaguchi, “Implemented Examples of Structural Response Control for Civil Structures with Emphasis on Active Control,” Japan Soc. Steel Const., vol. 12,pp. 16-22, 1994.
63. T. Fujita, T. Kamada, N. Masaki,and Y. Suizu, “Development of Hybrid Mass Damper with Convertible Active and Passive Modes Using Hydraulic Actuator and Multistage Rubber Bearing,” Proc. 1st World Conj on Struct. Conrrol,Los Angeles, CA, pp. FA4:43-52, August 1994.
64. T. Fujita, T. Kamada, T. Teramoto, H. Kitamura, Y. Suizu, N. Masaki, T. I. Kanno, and H. Kawachi, “Application of Hybrid Mass Damper Using Hydraulic Actuator and Multistage Rubber Bearing to High-Rise Building,” Proc. 1st World Conf. on Struct. Control,Los Angeles, CA, pp. FA4:53-62, August 1994.
65. Y. Nakamura,K. Tanaka, M. Ishii, M. Hirasawa, M. Nakayama, H. Ohyama, and T. Fujita, “Fault Diagnosis Method Using Energy Absorbing Performance for Hvbrid Mass Damuer for Vibration Control of Tall Buildinm.” Proc. 1st World Cong. on Struct. Control, Los Angeles, CA, pp. FA2:33-42, August 1994.
66. K. Shiba, K.Tamura, Y. Inada, and N. Yamaura, “Vibration Control Characteristics of a Hybrid Mass Dampers System ThroughEarthquake Observation Records of a Tall Building,” Proc. 1st World Conf.on Struct. Control, Los Angeles, CA, pp. WP2:80-89, August 1994.
67. M. Yamamoto and S. Aizawa, “Control Effects of Active Mass Damper System Installed on Actual Buildings,” Proc. 1st World Conf. on Struct. Control, Los Angeles, CA, pp. FPI :13-22, August 1994.
68. M. Sakamoto and T.Kobori, “Applications of Structural Response Control (Reviews from the Past and Issues Toward the Future),” Proc. 2nd Int. Workshop on Struct. Control, Hong Kong, pp. 470-481, December 1996.
69. H. Iemura, A. Igarashi, Y. Inoue, and M. Sakamoto,” Nonlinear Active Control Experiment of a Real Size Frame Structure,” Proc. 2nd Int. Workshop on Struct. Control, Hong Kong, pp. 241-252, December 1996.
70. K. Seto,” Vibration Control Method for Flexible Structures Arranged in Parallel,” Proc. 1st World Conf. on Struct. Control,Los Angeles, CA, vol. 3, pp. FP3162-71, August 1994.
71. H. Cao, A.M. Reinhom, and T.T. Soong, “Design of an Active Mass Damper for a Tall TV Tower in Nanjing, China,” Engrg. Struct., vol. 19, 1997.
72. M.A. Riley, H. Cao, A.M. Reinhorn, and T.T. Soong,” Design of an Active Mass Damper for a 340m Transmission and Observation Tower,” Proc. 8th World Conf. on Wind Eng., Baltimore, MD, June 1997.
73. J.C. Wu and J.N. Yang, “Continuous Sliding Mode Control of a TV Transmission Tower Under Stochastic Wind,” Proc. American Control Conf., vol. 2, pp. 883-887, Albuquerque, NM, June 1997.
74. K. Seto and Y. Matsumoto, “A Structural Vibration Control Method of Flexible Buildings in Response to Large Earthquakes and Strong Wind,” Proc. 2nd Int. Workshop on Struct. Control,Hong Kong, pp. 490-496, December 1996.
75. A. Mita and M.Q. Feng, “Response Control Strategy for Tall Buildings Using Interaction Between Mega and Sub-Structures,” Proc. Int. Workshop on Civil Infrastructural Sysfems, Taipei, Taiwan, Republic of China, pp. 329-341, 1994.
76. A. Mita and M. Kaneko, “Vibration Control of Tall Buildings Utilizing Energy Transfer into Sub-structural Systems,” Proc. 1st World Conf: on Struct. Control, Los Angeles, CA, pp. TA2:31-40, August 1994.
77. W. Chai and M.Q. Feng, “Seismic Performance of Hybrid Controlled Mega-Sub Buildings,” Proc. 11th World Conf. on Earthquake Engrg., Acapulco, Mexico, June 1996.
78. J.I. Craig, A.J. Carlisle, B.J. Goodno, C.C. Hsu, and G.D. Sweriduk, “Active-Passive Damping for Structural Response Attenuation in Buildings with Cladding,” Proc. ATC 17-1Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, San Francisco, vol. 2, pp. 775-786, 1993.
79. J.-P. Pinelli, J.I. Craig,and B.J. Goodno,” Energy-Based SeismicDesign of Ductile Cladding Systems,” J. Struct. Engrg., ASCE, vol. 121, no. 3, pp. 567-578, 1995.
80. P.B. Shing, M. Dixon, N. Kermiche, R. Su, and D.M. Frangopol, “Hybrid Control Techniques for Building Structures,” Proc. 1st World Conf. on Struct. Control,Los Angeles, CA, pp. WP2:100-109, August 1994.
81. M. Kawatani, Y. Yamada, M. Shimono, and A. Mori,” Hybrid Control of Traffic-Induced Vibration of Girder Bridges,” Proc. 1st World Conf. on Struct. Control,Los Angeles, CA, pp. TA2:3-10, August 1994.
82. L. Petti, T.T. Soong,and B. Palazzo, “Hybrid Mass Dampers for Structural Control against Wind and Earthquakes,” Proc. 1st World Conf. on Struct. Control,Los Angeles, CA, pp. TP1:110-118, August 1994.
83. K. Tamura, K. Shiba, Y. Inada, and A. Wada, “Control Gain Scheduling of a Hybrid Mass Damper System Against Wind Response of Tall Bnildings,” Proc. 1st World Conf. on Struct. Control, Los Angeles, CA, pp. FA2:13-22, August 1994.
84. T. Niiya, S. Ishimaru, T. Koizumi, and S. Takai, “A Hybrid System Controlling Large Amplitude Vibrations of High-Rise Buildings,” Proc. 1st World Conf. on Struct. Control, Los Angeles, CA, pp. FA2:43-52, August 1994.
85. J.M. Kelly, “Aseismic Base Isolation: Its History and Prospects,” Proc. 1st World Conf. on Joints and Bearings, ACI-SP-70, vol. 1, pp. 549-586, 1981.
86. J.M. Kelly, “Aseismic Base Isolation: Review and Bibliography,” Soil Dyn. and Earthquake Engrg., vol. 5, no. 3, pp. 202-216, 1986.
87. I.G. Buckle and R.L. Mayes, “Seismic Isolation History, Application and Performance-A World View,” Earthquake Spectra, vol. 6, no. 2, pp. 161-201, 1990.
88. T.T. Soong and M.C. Constantinou, eds., Pussive and Active Struct. Vib. Control in Civil Engrg., Springer-Verlag, Wien and New York, 1994.
89. A.M. Reinhom, T.T. Soong, and C.Y. Wen, “Base-Isolated Structures withActiveControl,” Proc. ASME PVP Conf., SanDiego,CA,PVP-I27,pp. 413-420, 1987.
90. J.M. Kelly, G. Leitmann, and A.G. Soldatos, “Robust Control of BaseIsolated Structures Under Earthquake Excitation,” J. Opt. Theory and App., vol. 53, no. 2,pp. 159-180,1987.
91. K. Yoshida, S. Kang, and T. Kim, “LQG Control and H-Control of Vibration Isolation for Multi-Degree-of-Freedom Systems,” Proc. 1st World Conf. on Struct. Control,Los Angeles, CA, pp. TP4:43-52, August 1994.
92. W.E. Schmitendorf, F. Jabbari, and J.N. Yang, “Robust Control Techniques for Buildings Under Earthquake Excitation,” Earthquake Engrg. and Struct. Dyn., 23, pp. 539-552, 1994.
93. J.N. Yang, J.C. Wu, A.M. Reinhorn, and M. Riley, “Control of SlidingIsolated Buildings Using Sliding-Mode Control,” J. Struct. Engrg., ASCE, vol. 122,no. 2, pp. 179-186, 1996.
94. A.M. Reinhom and M.A. Riley, “Control of Bridge Vibrations with Hybrid Devices,” Proc. 1st World Conf. on Struct. Control,Los Angeles, CA, pp. TA2:50-59, August 1994.
95. M.Q. Feng, M. Shinozuka,and S. Fujii, “Friction-Controllable Sliding Isolation System,” J. Engrg. Mech., ASCE, vol. 119 (9), pp. 1845-1864, 1993.
96. J.N. Yang, J.C. Wu, K. Kawashima, and S. Unjoh, “Hybrid Control of Seismic-Excited Bridge Structures,” Earthquake Engrg. and Struct. Dyn., vol. 24,no. 11, pp. 1437-1451, 1995.
97. N. Luo, J. Rodellar, and M. De La Sen, “Robust Active Control of Base Isolated Structures Including Actuator Dynamics,” Proc. 2nd Int. Workshop on Struct. Control,Hong Kong, pp. 299-310, December 1996.
98. J.A. Inaudi, J.M. Kelly, and J.P. Pu, “Optimal Control and Frequency Shaping Techniques for Active Isolation,” Proc. of ATC Seminar of Seismic Isolation, Passive Energy Dissipation, and Active Control, San Francisco, vol. 2, pp. 787-798, 1993.
99. S.J.Dyke, B.F. Spencer Jr., M.K. Sain, and J.D. Carlson, “Seismic Response Reduction Using Magnetorheological Dampers,” Proc. IFAC World Congress, San Francisco, CA, June 30-July 5, 1996.
100. S.J. Dyke, B.F. Spencer Jr., M.K. Sain, and J.D. Carlson, “Modeling and Control of Magnetorheological Dampers for Seismic Response Reduction,” Smart Mat. and Struct., vol. 5, pp. 565-575, 1996.
101. S.J. Dyke, B.F. Spencer Jr., M.K. Sain. and J.D. Carlson, “Experimental Verification of Semi-Active Structural Control Strategies Using Acceleration Feedback,” Proc. 3rd Int. Conf. on Motion and Vib. Control, China, Japan, vol. III,pp. 291-296, 1996.
102. Q. Feiig and M. Shinozulra, “Use of aVariableDamper foI HybndControl of Biidge Response Under Earthquake,” Proc U S National Workshop on Stiuct Control Research USC Publication No CE-9013, 1990.
103. I. Kawashima and S Unjoh, “Variable Dampers and Variable Stiffness for Seismic Contiol of Bridges,” Proc Int Workshop onStvuct Control, Honolulu, HI, pp 283-297, 1993
104. K. Kawashima, S. Unjoh, and K. Shimizu, “Experiments on Dynamics Characteristics of VariableDamper,” Proc JapanNat Symp onStruct Resp Control,Tokyo, Japan, p 121 1992
105. M. D. Symans, M. C. Constaiitinou, D. P. Taylor, and K. D. GarJost, “Semi-Active Fluid Viscous Dampers for Seismic Response Control,” Proc 1st World Conf on Struct Control,Los Angeles, CA, pp FA4 3-12, August 1994
106. M. D. Symans and M. C. Constantinou, “Experimental Study of Seismic Response of Structures with Semi-Active Damping Control Systems,” Proc Struct Cong X I K Chicago, IL, April 15-18,1996
107. R. L. Sack and W. Patten, “Semiactive Hydraulic Structural Control,” Proc Int Workshop on Struct Control,USC Publication Number CE-9311, pp 417-431, 1994
108. W. N. Patten, Q. He, C. C. Kuo, L. Liu, and R. L. Sack, “Suppression of Vehicle-Induced Bridge Vibration Via a Semiactive Structural Controller,” Proc Ist World Conf. on Struct Control, Los Angeles, CA, pp FA1 30-38, August 1994
109. D. Hrovat, P. Barak, and M. Rabins, “Semi-Active Versus Passive or Active Tuned Mass Dampers for Structural Control,” J Engrg Mech,vol 109, no 3, pp 691-705, 1983.
110. T. Mizuno, T. Koboii, J. Hirai, Y. Matsunaga, and N. Niwa, “Development of Adjustable Hydraulic Dampers for Seismic Response Control of Laige Structure,” ASME PVP Conf,vol 229, pp 163-170, 1992
111. R. L. Sack, C. C. Kuo, H. C. Wu, L. Liu, and W. N. Patten, “Seismic Motion Control Via Semiactive Hydraulic Actuators,” Proc U S 5th National Conf. on Earthquake Engrg, Chicago, Illinois, 1994
112. W. N. Patten, C. C. Kuo, Q. He, L. Liu, and R. L. Sack, “Seismic Structural Control Via Hydraulic Semiactive Vibration Dampers (SAVD),” Proc Ist World Conf on Struct Control,Los Angeles, CA,pp FA2 83-92, August 1994
113. N. Kurata, T. Koboii, M. Takahashi, N. Niwa, and H. Kunno, “Shaking Table Experiment of Active Variable Damping System,” Proc 1st World Conf onStruct Control,Los Angeles,CA,pp TP2 108 117,August 1994
114. Z. Liang, M. Tong, and G. C. Lee, “Real Time Structural Parameter Modification (RSPM) Development of Innervated Structures,” Technical Report NCEER-95-0012, National Center for Earthquake Engineering Research, Buffalo, NY, 1995
115. J. N. Yang, J. C. Wu, and Z. Li, “Control of Seismic-Excited Buildings Using Active Variable Stiffness Systems,” Engrg Struct,vol 18,no 8, pp 589-596, 1996.
116. W. D. Iwan and L. J. Wang, “New Developments in Active Interaction Control,” Proc 2nd Int Workshop on Struct Control, Hong Kong, pp 253-262, December 1996
117. J. A. Inaudi, J. C. Hayen, and W. D. Iwan, “A Semi-Active Damping Brace System,” J Engrg Mech,ASCE, submitted 1997
118. T. Kobori, M. Takahashi, T. Nasu, N. Niwa, and K. Ogasawara, “Seismic Response Controlled Structure with Active Variable Stiffness System,” Earthquake Engig and Struct Dyn,vol 22, pp 925-941, 1993.
119. S. Kamagata and T. Kobori, “Autonomous Adaptive Control of Active Variable Stiffness System for Seismic Ground Motion,” Proc Ist World Cons on Struct Control,Los Angeles, CA, pp TA4 33-42, August 1994.
120. Z. Akbay and H. M. Aktan, “Intelligent Energy Dissipation Devices,” Proc 4th U S National Cony on Earthquake Engrg,vol 3, no 4 pp 427-435, 1990
121. Z. Akbay and H. M. Aktan, “Actively Regulated Friction SlipDevices,” Proc 6th Canadian Conf on Earthquake Engrg,pp. 367-374,1991
122. S. Kannan, H. M. Uras, and H. M. Aktan, “Active Control of Building Seismic Response by Energy Dissipation,” Earthquake Engrg and Struct Dyn,vol 24, no 5, pp 747-759, 1995
123. S. Cherry, “Reseach on Friction Damping at the University of British Columbia,” Proc Int Workshop on Struct Control,USC Publication Number CE-9311, pp 84-91,1994
124. D. J. Dowdell, and S. Cherry, “Semi-Active Friction Dampers for Seismic Response Control of Structures,” Proc Ffth US National Conf on Earthquake Engrg,vol 1, pp 819-828, 1994
125. D. J. Dowdell and S. Cherry, “Structural Control Using Semi Active Friction Dampers,” Proc 1st World Cons on Struct Control, Los Angeles, CA, pp FA1 59-68, August 1994
126. A. Kareem, “The Next Geneiation of Tuned Liquid Dampers,” Proc 1st World Conf on Struct Control,Los Angeles, CA,pp FP5 19-28,August 1994
127. J. Y. K. Lou, L. D. Lutes, and J. J. Li, “Active Tuned Liquid Damper for Structural Control,” Proc 1st World Conf on Struct Control,Los Angeles, CA, pp TP1 70-79, August 1994.
128. M. A. Haroun, J. A. Pires, and A.Y.J. Won, “Active Orifice Control in Hybrid Liquid Dampers,” Proc 1st World Conf on Struct Control,Los Angeles, CA, FA1 69-78, August 1994
129. M. Abe, S. Kimura, and Y. Fujino, “Control Laws for Semi Active Tuned Liquid Column Dampers with Variable Orifice Openings,” Proc 2nd Int Workshop on Struct Control,pp 5 10,Hong Kong, December 1996
130. W. M. Winslow, “Method and Means for Translating Electrical Impulses Into Mechanical Force,” U S Patent No 2,417,850, 1947
131. J. Rabinow, “The Magnetic Fluid Clutch,” AIEE Transactions,vol 67, pp 1308-1315, 1948
132. W. M. Winslow, “Induced Fibration of Suspensions” J. Applied Physics, vol 20, pp 1137-1140, 1949
133. R. C. Ehrgott and S. F. Maxi, “Structural Control Applications of an Electrorheological Device,” Proc Int Workshop on Struct Control, USC Publication Number CE-9311, pp 115-129, 1994
134. H. P. Gavin, R. D. Hanson, and F. E. Fihsko, “Electrorheological Dampers, Part I Analysis and Design,” J Appl Mech, ASME, vol 63, no 3, pp 669-675,1996
135. H. P. Gavin, R. D. Hanson, and F. E. Filisko, “Electiorheological Dampers, Part11 Testing and Modeling,” J Appl Mech, ASME,vol 63, no 3, pp 676-682, 1996.
136. F. Gordaninejad and R. Bindu, “The Effect of ScaleFactor on the Performance of ERF Dampers,” Proc 5th Int Conf on ERF, MR Suspensions and Associated Tech,Sheffield, England, pp 318-326, 1995
137. S. A. Burton, N. Makns, I. Konstantopoulos, and P. J. Antsaklis, “Modeling the Response of ER Damper Phenomenology and Emulation,” J Engrg Mech, ASCE, vol 122, no 9, pp.897-906, 1996
138. N. H. McClamroch and H. P. Gavin, “Closed Loop Structural Coiitrol Using Electrorheological Dampers,” Proc American Control Conf, Seattle, Washington, pp 4173-4177, 1995
139. J. D. Carlson, “The Promise of Controllable Fluids,” Proc. of Actuator 94 (H Borgmann and K Lenz, eds ), AXON Technologie Consult GmbH, pp 266-270, 1994.
140. J.D. Carlson and K.D. Weiss, “A Growing Attraction to Magnetic Fluids,” Machine Design, pp. 61-64, August 1994.
141. J.D. Carlson, D.M. Catanzarite, and K.A.St. Clair, “Commercial Magneto-Rheological Fluid Devices,” Proc. 5th Int. Conf. on ER Fluids, M R Fluids and Associated Technology, U. Sheffield, U.K., 1995.
142. M.J. Crosby, R.A. Harwood, and D. Karnopp, “Vibration Control Using Semi-Active Force Generators,” Trans.nfASME, no. 73-DET-122,1973.
143. D. Karnopp and M.J. Crosby, “System for Controlling the Transmission of Energy Between Spaced Members,” U.S. Patent no. 3,807,678,1974.
144. D.E. Ivers and L.R. Miller, “Semi-Active Suspension Technology: An Evolutionary View,” Lord Corporation Publication #LL-6005, 1994.
145. K.D.Weiss,T.G. Duclos, J.D. Carlson,M.J. Chrzan, and A.J. Margida, “High Strength Magneto-and Electrorheological Fluids,” Society of Automotive Engineers, SAE Paper #932451, 1993.
146. Lord Corporation, “VersaFlo Product Information Sheet,” Lord Corporation Publication #PI02-MRX-I35CD, 1995.
147. B.F. Spencer Jr., S.J. Dyke, M.K. Sain, and J.D. Carlson, “Idealized Model of a Magnetorheological Damper,” Proc. 12th Conf. on Analysis and Computation, ASCE, Chicago, IL, April 15-18, pp. 361-370, 1996.
148. B.F. Spencer Jr., S.J. Dyke, M.K. Sain, and J.D. Carlson, “Phenomenological Model of a Magnetorheological Damper,” J.Engrg. Mech., ASCE, vol. 123,no. 3, pp. 230-238, 1997.
149. B.F.Spencer Jr., J.D. Carlson, M.K. Sain, and G. Yang, “Onthe Current Status of Magnetorheological Dampers: Seismic Protection of Full-Scale Structures,” Prnc.American Control Conf.,Albuquerque, NM, pp, 458-462, 1997.
150. J.D. Carlson and B.F. Spencer Jr., “Magneto-Rheological Fluid Dampers for Semi-Active Seismic Control,” Proc. 3rd Int. Conf. on Motion and Vib. Control, China, Japan, vol. 111, pp. 35-40, 1996.
151. A. Papalou and S.F. Masri, “An Experimental Study of Particle Dampers Under Random Excitation,” Proc. 1st World Conf. on Struct.Control, Los Angeles, CA, pp. FP2:18-24, August 1994.
152. T.K. Caughey and M.P. Karyeaclis, “Stability of Semi-Active Impact Damper, Part I: Global Behavior; Part 11:Periodic Solutions,” J.Appl. Mech., vol. 56, no. 4. pp. 926-940, 1989.
153. S.F. Masri, R.K. Miller, T.J. Dehghanyar, and T.K. Caughey, “Active Parameter Control of Nonlinear Vibrating Structures,” J.Appl. Mech., vol. 56, pp. 658-666, September 1989.
154. S.F. Masri, S. Chavakula, and T.K. Caughey, “Control of Intelligent Nonlinear Adaptive Structures Under Earthquake Excitation,” J. Struct. Control, vol. 1,no. 1-2,pp. 23-38, December 1994.
155. L. Sunand, Y. Goto, “Application of Fuzzy Theory to Variable Dampers for Bridge Vibration Control,” Proc. 1st World Conf. on Struct. Control, Los Angeles, CA, pp. WP1:31-40, August 1994.
156. J.A. Inaudi, “Modulated Homogeneous Friction: A Scmi-active Damping Strategy,” Earthquake Engrg. and Struct. Dyn., vol. 26, no. 3, pp. 361-376, 1997.
157. T.K. Caughey, “Musings on Structural Control,” Proc. Int. Workshop on Struct. Control, Honolulu, HI, pp. 65-75, 1993.
158. T.J. Reid, “Free Vibrations and Hysteretic Damping,” J.Aero. Soc.,vol. 69, pp. 283, 1956.