Dynamic assessment of curved cable-stayed bridge by model updating

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 2, 2000, Pages 252-260

  Brownjohn, James M W ^a   Xia, Pin Qi ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); COMPUTER SIMULATION; CORRELATION METHODS; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MODAL ANALYSIS; STRUCTURAL ANALYSIS;

DYNAMIC TESTING; STRUCTURAL DETERIORATION; STRUCTURAL DYNAMICS;

BRIDGE CABLES;

EID: 0033717018     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:2(252)     Document Type: Article

References (27)

1. ANSYS user mamial, release 5.4. (1997). Swanson Analysis System, Inc., Houston.
2. Brownjohn, J. M. W. (1997). "Vibration characteristics of a suspension footbridge." V. Sound and Vibration, 202(1), 29-46.
3. Brownjohn, J. M. W., Dumanoglu, A. A., and Severn, R. T. (1992). "Ambient vibration'survey of the Faith Sultan Mehmet (Second Bosporus) suspension bridge." Earthquake Engrg. and Struct. Dyn., 21, 907-924.
4. Brownjohn, J. M. W., Lee, J., and Cheong, B. (1999). "Dynamic performance of a curved cable-stayed bridge." Engrg. Struct., 21(11), 10151027.
5. Brownjohn, J. M. W., and Xia, P. Q. (1999). "Finite element model updating of a damaged structure." Proc., 17th Int. Modal Analysis Conf., Society for Experimental Mehcanics, Inc., Bethel, Vol. 1, 457-462.
6. Cantieni, R. (1996). "Updating of analytical models of existing large structures based on modal testing." Proc., Workshop US-Europe on Bridge Engrg.: Evaluation Mgmt. and Repair, ASCE, Reston, Va., 1517.
7. Casa, J. R. (1995). "Full scale dynamic testing of the Alamillo Cable-Stayed Bridge in Sevilla (Spain)." Earthquake Engrg. and Struct. Dyn., 24(1), 35-51.
8. Doebling, S. W., Farrar, C. R., and Prime, M. B. (1998). "A summary review of vibration-based damage identification methods." The Shock and Vibration Digest, 30(2), 9-105.
9. Dumanoglu, A. A., Brownjohn, J. M. W., and Severn, R. T. (1991). "Seismic analysis of the Faith Sultan Mehmet (Second Bosporus) suspension bridge." Earthquake Engrg. and Struct. Dyn., 21, 881-906.
10. Felber, A. J. (1995). "Seismic assessment of existing bridges: one role for dynamic testing." Proc., Bridges into the 21st Century, Hong Kong Institution of Engineers, 765-772.
11. Felber, A., and Cantieni R. (1996). "Advances in ambient vibration testing: Ganter Bridge, Switzerland." Struct. Engrg. Int., Zurich, Switzerland, 6(3), 187-190.
12. FEMtools user's manual version 1.4. (1998). Dynamic Design Solutions, Leuven, Belgium.
13. Hawk, H., and Small, E. P. (1998). "The BRIDGEIT bridge management system." Struct. Engrg. Int., Zurich, Switzerland, 8(4), 309-314.
14. Hearn, G. (1998). "Condition data and bridge management system." Struct. Engrg. Int., Zurich, Switzerland, 8(3), 221-225.
15. Kominek, M. (1998). "The Marian Bridge, Czech Republic." Struct. Engrg. Int., Zurich, Switzerland, 8(4), 283-284.
16. Law, S. S., and Ko, J. M. (1995). "Ambient vibration measurements of the Tsing Ma Bridge towers." Proc., Bridges into the 21st Century, Hong Kong Institution of Engineers, 585-592.
17. Lin, R. M., Lim, M. K., and Du, H. (1995). "Improved inverse eigensensitivity method for structural analytical model updating." J. Vibration and Acoustics, 117, 192-198.
18. Menn, C. (1996). "The place of aesthetics in bridge design." Struct. Engrg. Int., Zurich, Switzerland, 6(2), 93-95.
19. Mottershead, J. E., and Friswell, M. I. (1993). "Model updating in structural dynamics: A survey." J. Sound and Vibration, 167(2), 347-375.
20. Neville, A. M. (1982). Properties of concrete, 3rd Ed., Pitman Publishing, Ltd., London.
21. Pavic, A., Hartley, M. J., and Waldron, P. (1998). "Updating of the analytical models of two footbridges based on modal testing of full scale structures." Proc., 23rd Int. Seminar on Modal Analysis, Society for Experimental Mechanics, Inc., Bethel, 1111-1118.
22. Rito, A. (1996). "Aesthetics and bridge design." Struct. Engrg. Int., Zurich, Switzerland, 6(2), 91-92.
23. Severn, R. T., Brownjohn, J. M. W., Dumanoglu, A. A., and Taylor, C. A. (1989). "A review of dynamic testing methods for civil engineering structures." Civ. Engrg. Dyn., London, U.K., 1-24.
24. Takenouchi, K. (1998). "Single pylons for curved cable-stayed bridges." Struct. Engrg. Int., Zurich, Switzerland, 8(4), 269-272.
25. Tan, S. C. (1996). "Safti Link Bridge, design and construction." Defence Technology Group Seminars Series, Ministry of Defense, Singapore, 1-4.
26. Troyano, L. F., Armisen, J. M., and Suarez, M. A. A. (1998). "The inclined towers of the Ebro and Lerez Bridge." Struct. Engrg. Int., Zurich, Switzerland, 8(4), 258-260.
27. Xia, P. Q. (1999). "Condition assessment of bridges by dynamic measurements." Tech. Rep., School of Civ. and Struct. Engrg., Nanyang Technological University, Singapore.