Ambient vibration-based seismic evaluation of a continuous girder bridge

Engineering Structures

Volumn 26, Issue 5, 2004, Pages 631-640

  Ren, Wei Xin ^a,b   Zatar, Wael ^c   Harik, Issam E ^d  

^a FUZHOU UNIVERSITY   (China)

^b CENTRAL SOUTH UNIVERSITY   (China)

^c WEST VIRGINIA UNIVERSITY INSTITUTE OF TECHNOLOGY   (United States)

^d UNIVERSITY OF KENTUCKY   (United States)

Author keywords

Ambient vibration testing; Capacity demand ratio; Finite element method; Modal analysis; Plate girder bridge; Seismic evaluation and retrofitting; Time history response

Indexed keywords

BOLTS; EARTHQUAKES; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SEISMOLOGY; VIBRATION MEASUREMENT;

SEISMIC SAFETY EVALUATION; TIME HISTORY ANALYSIS; VIBRATION BASED SEISMIC EVALUATION;

PLATE GIRDER BRIDGES;

BRIDGE; EARTHQUAKE ENGINEERING; FINITE ELEMENT METHOD; SEISMIC RESPONSE;

EID: 1842584610     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2003.12.010     Document Type: Article

References (22)

1. Earthquake Engineering Research Institute (EERI). Loma Prieta earthquake renaissance report. Earthquake Spectra 1990;6(May):448 [Special supplement].
2. 1995 Hyogo-ken Nanbu Earthquake Committee of Earthquake Engineering Impact of Hanshin/Awaji earthquake on seismic design and seismic strengthening of highway bridges 1996 Japan Society of Civil Engineers
3. Ghasemi H. Yen P. Cooper J.D. The Turkish earthquake, post earthquake investigation of structures on the trans-European motorway Proceeding of the Second International Workshop on Mitigation of Seismic Effects on Transportation Structures 2000 337-348 National Center for Research on Earthquake Engineering Taipei
4. Kawashima K. Shoji G. Damage of transportation facility in the 1999 Kocaeli and Duzce, Turkey earthquakes and Chi-Chi, Taiwan earthquake Proceedings of 34th Joint Meeting of US-Japan Panel on Wind and Seismic Effects 2000 159-174 National Institute of Standards and Technology Gaithersburg, MD, USA [UJNR, NIST Special Publication, 904]
5. Priestley M.J.N. Seible F. Calvi M. Seismic design and retrofit of bridges 1996 John Wiley - Sons New York
6. Kawashima K. Toward new generation seismic design methodology of bridges 2001 348 Tokyo Institute of Technology Tokyo, Japan [March]
7. AASHTO Standard specifications for highway bridges 16th ed. 1996 American Association of State Highway and Transportation Officials Washington, DC
8. AASHTO LRFD bridge design specifications 2nd ed. 1998 American Association of State Highway and Transportation Officials Washington, DC
9. Buckle IG, Friedland IM, editors. Seismic retrofitting manual for highway bridges. Report No. FHWA-RD-94-052. Federal Highway Administration; May 1995. p. 309.
10. Felber A. Development of a hybrid bridge evaluation system. Ph.D. Thesis, University of British Columbia, Canada; 1993.
11. De Roeck G. Peeters B. Ren W.X. Benchmark study on system identification through ambient vibration measurements Proceedings of IMAC-XVIII, the 18th International Modal Analysis Conference, San Antonio, Texas 2000 1106-1112
12. Harik I.E. Allen D.L. Street R.L. Guo M.W. Graves R.C. Harrison J., et-al. Free and ambient vibration of Brent-Spence Bridge J Struct Eng, ASCE 123 9 1997 1262-1268
13. Calcada R. Cunha A. Delgado R. Dynamic analysis of metallic arch railway bridge J Bridge Eng, ASCE 7 4 2000 214-222
14. Chang C.C. Chang T.Y.P. Zhang Q.W. Ambient vibration of long-span cable-stayed bridge J Bridge Eng, ASCE 6 1 2001 46-53
15. Xu Y.L. Ko J.M. Zhang W.S. Vibration studies of Tsing Ma suspension bridge J Bridge Eng, ASCE 2 1997 149-156
16. Huang C.S. Yang Y.B. Lu L.Y. Chen C.H. Dynamic testing and system identification of a multi-span highway bridge Earthquake Eng Struct Dyn 28 1999 858-878
17. Harik I.E. Allen D.L. Street R.L. Guo M.W. Graves R.C. Harrison J., et-al. Seismic evaluation of Brent-Spence Bridge J Struct Eng, ASCE 123 9 1997 1269-1275
18. Harik IE, Madasamy C, Chen DL, Zhou LN, Sutterer K, Street RL, et al. Seismic evaluation of the Ohio River bridge on US51, Kentucky. Research Report, KTC-98-20. Kentucky Transportation Center, University of Kentucky, 1998. 156 p.
19. De Roeck G. Peeter B. MACEC2.0-modal analysis on civil engineering constructions 1999 Department of Civil Engineering, Catholic University of Leuven Belgium
20. Peeters B. System identification and damage detection in civil engineering. Ph.D. Thesis, Department of Civil Engineering, K.U. Leuven, Belgium; 2000.
21. Wilson E.L. Habibullah A. SAP2000-structural analysis users manual 1998 Computers and Structures Inc
22. Street R, Wang Z, Harik IE, Allen DL, Griffin JJ. Source zones, recurrence rates, and time histories for earthquakes affecting Kentucky. Report No. KTC-96-4. Kentucky Transportation Research Center, University of Kentucky; 1996.