Effects of spatially varying ground motions on short bridges

Journal of Structural Engineering

Volumn 124, Issue 8, 1998, Pages 948-955

  Price, Thomas E ^a   Eberhard, Marc O ^b  

^a MISSISSIPPI STATE UNIVERSITY   (United States)

^b UNIVERSITY OF WASHINGTON   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MODAL ANALYSIS;

SPATIALLY VARYING GROUND MOTIONS;

BRIDGES;

EID: 0032141777     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:8(948)     Document Type: Article

References (30)

1. Abdel-Ghaffar, A. M., and Rubin, L. I. (1982). "Suspension bridge response to multiple-support excitations." J. Engrg. Mech. Div., ASCE, 108(2), 419-435.
2. Abrahamson, N. A. (1985). "Estimation of seismic wave coherency and rupture velocity using the SMART1 strong-motion array recordings." Rep. UCB/EERC-85/02. Earthquake Engineering Research Center, University of California, Berkeley, Calif.
3. Abrahamson, N. A. (1992). "Generation of spatially incoherent strong motion time histories." Proc., 10th World Conf. on Earthquake Engrg., A. A. Balkema, Rotterdam, The Netherlands, 10, 845-850.
4. Abrahamson, N. A. (1993). "Spatial variation of multiple support inputs." Proc., 1st U.S. Seminar, Seismic Evaluation and Retrofit of Steel Bridges, University of California, Berkeley, Calif.
5. Berrah, M., and Kausel, E. (1992). "Response spectrum analysis of structures subjected to spatially varying motions." Earthquake Engrg. and Struct. Dynamics, 21, 461-470.
6. Der Kiureghian, A. (1996). "A coherency model for spatially varying ground motions." Earthquake Engrg. and Struct. Dynamics, 25, 99-111.
7. Der Kiureghian, A., and Neuenhofer, A. (1991). "A response spectrum method for multiple-support seismic excitations." Rep. UCB/EERC-91/08. Earthquake Engineering Research Center, University of California, Berkeley, Calif.
8. Dumanoglu, A. A., and Severn, R. T. (1990). "Stochastic response of suspension bridges to earthquake forces." Earthquake Engrg. and Struct. Dynamics, 19, 135-152.
9. Dusseau, R. A., and Dubaisi, H. N. (1993). "Natural frequencies of concrete bridges in the Pacific Northwest." Transp. Res. Rec. 1393, Transportation Research Board, Washington, D.C., 119-132.
10. Hall, J. H. (ed.). (1995). "Northridge earthquake reconnaissance report. Volume 1." Earthquake Spectra, Earthquake Engineering Research Institute, Oakland, Calif., 11 (Supplement C), 515-523.
11. Hao, H., Oliviera, C. S., and Penzien, J. (1991). "Multiple-station ground motion processing and simulation based on SMART1 array data." Nuclear Engrg. and Design, 111, 293-310.
12. Harichandran, R. S. (1991). "Estimating the spatial variation of earthquake ground motions from dense array recordings." Struct. Safety, Amsterdam, The Netherlands, 10, 219-233.
13. Harichandran, R. S., and Vanmarcke, E. H. (1986). "Stochastic variation of earthquake ground motion in space and time." J. Engrg. Mech., ASCE, 112(2), 154-174.
14. Harichandran, R. S., and Wang, W. (1988). "Response of simple beam to spatially varying earthquake excitation." J. Engrg. Mech., ASCE, 114(9), 1526-1541.
15. Harichandran, R. S., and Wang, W. (1990). "Response of indeterminate two-span beam to spatially varying seismic excitation." Earthquake Engrg. and Struct. Dynamics, 19, 173-187.
16. Humar, J. L. (1990). Dynamics of structures. Prentice Hall, Inc., Englewood Cliffs, N.J.
17. "Improved seismic design criteria for California bridges: provisional recommendations." (1996). Rep. ATC-32, Applied Technology Council, Redwood City, Calif.
18. Katayama, T., Yamazaki, F., Nagata, S., Lu, L., and Türker, T. (1990). "Development of strong motion database for the Chiba Seismometer Array." Rep. 90-1(14). Earthquake Disaster Mitigation Engineering, Institute of Industrial Science, University of Tokyo, Tokyo, Japan.
19. Luco, J. E., and Wong, H. L. (1986). "Response of a rigid foundation to a spatially random ground motion." Earthquake Engrg. and Struct. Dynamics, 14, 891-908.
20. Mahmoodzadegan, B., Mander, J. B., and Chen, S. S. (1994). "Simplified seismic evaluation for a class of slab-on-girder bridge." Proc., 5th U.S. National Conf. on Earthquake Engrg., Earthquake Engrg. Res. Inst., Oakland, Calif., 1, 521-530.
21. Nazmy, A. S., and Abdel-Ghaffar, A. M. (1992). "Effects of ground motion spatial variability on the response of cable-stayed bridges." Earthquake Engrg. and Struct. Dynamics, 21, 1-20.
22. O'Rourke, M. J., Bloom, M. C., and Dobry, R. (1982). "Apparent propagation velocity of body waves." Earthquake Engrg. and Struct. Dynamics, 10, 283-294.
23. O'Rourke, M. J., and El Hmadi, K. (1988). "Analysis of continuous buried pipelines for seismic wave effects." Earthquake Engrg. and Struct. Dynamics, 16, 917-929.
24. Price, T. E., and Eberhard, M. O. (1996). "Response history analyses of short bridges subjected to spatially-varying ground motion." SGEM Rep. No. 96-3. Department of Civil Engineering, University of Washington, Seattle, Wash.
25. Spudich, P. (1994). "Recent seismological insights into the spatial variation of earthquake ground motions." New developments in earthquake ground motion estimation and implications for engineering design practice. Applied Technology Council, Redwood City, Calif., 13.1-13.31.
26. Werner, S. D., Beck, J. L., and Nisar, A. (1990). "Dynamic tests and seismic excitation of a bridge structure." Proc., 4th U.S. National Conf. on Earthquake Engrg., 1, 1037-1046.
27. Yamamura, N., and Tanaka, H. (1990). "Response analysis of flexible MDF systems for multiple-support seismic excitations." Earthquake Engrg. and Struct. Dynamics, 19, 345-357.
28. Zerva, A. (1990). "Response of multi-span beams to spatially incoherent seismic ground motions." Earthquake Engrg. and Struct. Dynamics, 19, 819-832.
29. Zerva, A. (1991). "Effect of spatial variability and propagation of seismic ground motions on the response of multiply supported structures." Probabilistic Engrg. Mech., Essex, U.K. 6, 212-221.
30. Zerva, A. (1992). "Seismic loads predicted by spatial variability models." Struct. Safety, Amsterdam, The Netherlands, 11, 227-243.