Vibrations of bridge structure under kinematic wave excitations

Journal of Structural Engineering

Volumn 123, Issue 4, 1997, Pages 479-487

  Zembaty, Zbigniew ^a  

^a OPOLE UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

[No Author keywords available]

Indexed keywords

ACOUSTIC WAVE PROPAGATION; DYNAMIC RESPONSE; EQUATIONS OF MOTION; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; SEISMIC WAVES; SENSITIVITY ANALYSIS; STRUCTURAL ANALYSIS; VIBRATIONS (MECHANICAL);

DISPLACEMENT RESPONSE; DYNAMIC VIBRATION; FORCE RESPONSE; FOUR SPAN BRIDGE; KINEMATIC WAVE EXCITATION; NORMALIZED DISPLACEMENT RESPONSE; NORMALIZED FORCE RESPONSE; PSEUDOSTATIC VIBRATION;

BRIDGES;

BRIDGE; SEISMIC RESPONSE; VIBRATION;

EID: 0031126690     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1997)123:4(479)     Document Type: Article

References (27)

1. Abdel-Ghaffar, A. M., and Stringfellow, R. G. (1984). "Response of suspension bridges to travelling earthquake excitations." Soil Dyn. and Earthquake Engrg., 3(2), 62-81.
2. Abrahamson, N. A., Schneider, J. E, and Stepp, J. C. (1991). "Empirical spatial coherency functions for application to soil-structure interaction analyses." Earthquake Spectra, 7(1), 1-27.
3. Aki, K., and Richards, P. G. (1980). Quantitative seismology. W. H. Freeman and Co., San Francisco, Calif.
4. Betti, R., Abdel-Ghaffar, A. M., and Niazy, A. S. (1993). "Kinematic soil-structures interaction for long-span cable-supported bridges." Earthquake Engrg. and Struct. Dyn., 22, 415-430.
5. Bogdanoff, J. L., Goldberg, J. E., and Schiff, A. J. (1965). "The effect of ground transmission on the response of long structures." Bull. Seismological Soc. of Am., 55(3), 627-640.
6. Clough, R., and Penzien, J. (1975). Dynamics of structures, McGraw-Hill Book Co., Inc., New York, N.Y.
7. Dendrou, B., Werner, S., and Toridis, T. (1985). "Three-dimensional response of a concrete bridge system to travelling seismic waves." Comp. and Struct., 20, 593-603.
8. Ker Kiureghian, A., and Neuenhofer, A. (1992). "Response spectrum method for multi-support seismic excitations." Earthquake Engrg. and Struct. Dyn., 21, 715-740.
9. Ditlevsen, O. (1981). Uncertainty modeling. McGraw-Hill Book Co., Inc., New York, N.Y.
10. Eurocode 8: Structures in seismic regions. Part 2: bridges. (1993). Eur. Community, Brussels, Belgium.
11. Hagen, O. (1992). "Structural reliability methods under time dependency," DSc thesis, Univ. of Oslo, Oslo, Norway.
12. Hao, H. (1989). "Effects of spatial variation of ground motion on large multiply-supported structures." Rep. No. EERC 89-06, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
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 one- and twospan beams to spatially varying seismic excitation." Rep. to NSF, Dept. of Civ. and Envir. Engrg., Michigan State Univ., East Lansing, Mich.
15. Kanai, K. (1957). "Semi-empirical formula for the seismic characteristic of the ground." Bull. Earthquake Res. Inst., Tokyo, Japan, 35, 309-325.
16. Lai, P. (1983). "Seismic response of a 4-span bridge system subjected to multiple-support ground excitation." Proc., 4th Can. Conf. on Earthquake Engrg., 561-570.
17. Leger, P., Idé, I. M., and Paultre, P. (1990). "Multiple-support seismic analysis of large structures." Comp. and Struct., 36(6), 1153-1158.
18. Penzien, J., and Watabe, M. (1975). "Characteristics of 3-dimensional earthquake ground motions." Earthquake Engrg. and Struct. Dyn., 3, 365-373.
19. Perotti, F. (1990). "Structural response to non-stationary multiple support random excitation." Earthquake Engrg. and Struct. Dyn., 19, 513-527.
20. Rao, R. (1973). Linear statistical inference and its applications. John Wiley & Sons, Inc., New York, N.Y.
21. Ruiz, P., and Penzien, J. (1969). "Probabilistic study of the behavior of structures during earthquakes." Rep. No. EERC 69-03, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
22. Sobczyk, K. (1984). Stochastic wave propagation. Elsevier Science Publishers, Amsterdam, The Netherlands.
23. Tajimi, H. (1960). "A statistical method of determining the maximum response of a building structure during an earthquake." Proc., 2nd World Conf. on Earthquake Engrg., Vol. 2, 781-798.
24. Veneziano, D., Grigoriu, M., and Cornell, C. A. (1977). "Vector-process models for system reliability." J. Engrg. Mech., ASCE, 103(3), 441-460.
25. Zembaty, Z. (1987). "On the reliability of tower-shaped structures under seismic excitations." Earthquake Engrg. and Struct. Dyn., 15, 761-775.
26. Zembaty, Z. (1996). "Random vibrations of discrete systems under kinematic wave excitations." J. Theoretical and Appl. Mech., 34(1), 159-177.
27. Zerva, A., and Shinozuka, M. (1991). "Stochastic differential ground motion." Struct. Safety, 10, 129-143.