A stochastic analysis of long span structures subjected to spatially varying ground motions including the site-response effect

Engineering Structures

Volumn 25, Issue 10, 2003, Pages 1301-1310

  Dumanogluid, A A ^a   Soyluk, K ^a  

^a KARADENIZ TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Cable stayed bridge; Incoherence effect; Site response effect; Spatially varying ground motion; Wave passage effect

Indexed keywords

CABLE STAYED BRIDGES; MATHEMATICAL MODELS; SOILS;

GROUND MOTIONS;

STRUCTURAL ANALYSIS;

BRIDGE; EARTHQUAKE; GROUND MOVEMENT; SEISMIC RESPONSE;

BRIDGE; EARTHQUAKE; GROUND MOTION; SEISMIC RESPONSE; SITE EFFECT; STOCHASTICITY;

EID: 0037926756     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(03)00080-4     Document Type: Article

References (28)

1. Ito M. Endo T. The Tatara Bridge-world's longest cable-stayed span Structures Congress XII 1994 677-682
2. Morris N.F. Dynamic analysis of cable-stiffened structures Journal of Structural Engineering Division ASCE 100 1974 971-981
3. Fleming J.F. Egeseli E.A. Dynamic behaviour of a cable-stayed bridge Earthquake Engineering and Structural Dynamics 8 1980 1-16
4. Nazmy AS, Abdel-Ghaffar AM. Seismic response analysis of cable stayed bridges subjected to uniform and multiple-support excitations. In: Report No. 87-SM-1. Princeton (NJ): Department of Civil Engineering, Princeton University, 1987.
5. Nazmy A.S. Abdel-Ghaffar A.M. Non-linear earthquake-response analysis of long-span cable-stayed bridges: theory Earthquake Engineering and Structural Dynamics 19 1990 45-62
6. Nazmy A.S. Abdel-Ghaffar A.M. Non-linear earthquake-response analysis of long-span cable-stayed bridges: applications Earthquake Engineering and Structural Dynamics 19 1990 63-76
7. Nazmy A.S. Abdel-Ghaffar A.M. Effects of ground motion spatial variability on the response of cable-stayed bridges Earthquake Engineering and Structural Dynamics 21 1992 1-20
8. Betti R. Abdel-Ghaffar A.M. Niazy A.S. Kinematic soil-structure interaction for long-span cable-supported bridges Earthquake Engineering and Structural Dynamics 22 1993 415-430
9. Schemmann A.G. Modeling and active control of cable-stayed bridges subject to multiple-support excitation. Ph.D. Thesis, Department of Civil Engineering, Stanford University, California, 1997.
10. Schemmann A.G. Smith H.A. Vibration control of cable-stayed bridges, part 1: modeling issues Earthquake Engineering and Structural Dynamics 27 8 1998 811-824
11. Garevski M. Dumanoglu A.A. Severn R.T. Dynamic characteristics and seismic behaviour of Jindo bridge, South Korea Structural Engineering Review 1 1988 141-149
12. Soyluk K. Dumanoglu A.A. Comparison of asynchronous and stochastic dynamic response of a cable-stayed bridge Engineering Structures 22 2000 435-445
13. Harichandran RS, Wang W. Response of one- and two-span beams to spatially varying seismic excitation. In: Report to the National Science Foundation MSU-ENGR-88-002. Michigan (MI): Department of Civil and Environmental Engineering, College of Engineering, Michigan State University, 1988.
14. Zerva A. Effect of spatial variability and propagation of seismic ground motions on the response of multiply supported structures Probabilistic Engineering Mechanics 6 1991 212-221
15. Perotti F. Structural response to nonstationary multiple-support random excitation Earthquake Engineering and Structural Dynamics 19 1990 513-527
16. Zembaty Z. Rutenberg A. On the sensitivity of bridge seismic response with local soil amplification Earthquake Engineering and Structural Dynamics 27 10 1998 1095-1099
17. Hyun C.H. Yun C.B. Lee D.G. Nonstationary response analysis of suspension bridges for multiple support excitations Probabilistic Engineering Mechanics 7 1992 27-35
18. Harichandran R.S. Hawwari A. Sweiden B.N. Response of long-span bridges to spatially varying ground motion Journal of Structural Engineering 122 5 1996 476-484
19. Der Kiureghian A, Neuenhofer A. A response spectrum method for multiple-support seismic excitations. In: Report No. UCB/EERC-91/08. Berkeley (CA): Earthquake Engineering Research Center, College of Engineering, University of California, 1991.
20. Nakamura Y, Der Kiureghian A, Liu D. Multiple-support response spectrum analysis of the Golden Gate bridge. In: Report No. UCB/EERC-93/05. Berkeley (CA): Earthquake Engineering Research Center, College of Engineering, University of California, 1993.
21. Der Kiureghian A, Keshishian P, Hakobian A. Multiple support response spectrum analysis of bridges including the site-response effect and MSRS code. In: Report No. UCB/EERC-97/02. Berkeley (CA): Earthquake Engineering Research Center, College of Engineering, University of California, 1997.
22. Allam S.M. Datta T.K. Seismic behaviour of cable-stayed bridges under multi-component random ground motion Engineering Structures 22 1999 62-74
23. Zanardo G. Hao H. Modena C. Seismic response of multi-span simply supported bridges to a spatially varying earthquake ground motion Earthquake Engineering and Structural Dynamics 31 2002 1325-1345
24. Dumanoglu A.A. Soyluk K. Response of a cable-stayed bridge to spatially varying seismic excitation EURODYN2002, Munich 5th International Conference on Structural Dynamics vol. 2 2002 1059-1064
25. Harichandran R.S. Vanmarcke E.H. Stochastic variation of earthquake ground motion in space and time Journal of Engineering Mechanics 112 2 1986 154-174
26. Clough R.W. Penzien J. Dynamics of structures 2nd ed. 1993 McGraw Hill, Inc. Singapore
27. Piessens R.et al QUADPACK-A subroutine package for automatic integration 1983 Springer-Verlag Berlin
28. Tappin R.G.R. Clark P.J. Jindo and Dolsan bridges: design Proceedings of the lnstitution of Civil Engineers 78 1985 1281-1300