1 |
Alkhaleefi, A.M. and Ali, A. (2002), "An efficient multi-point support-motion random vibration analysis technique", Comput. Struct., 80, 1689-1697.
DOI
ScienceOn
|
2 |
Clough, R.W. and Penzien, J. (1993), Dynamics of Structures, Second Edition, McGraw Hill, Inc., Singapore.
|
3 |
Der Kiureghian, A. and Neuenhofer, A. (1991), "A response spectrum method for multiple-support seismic excitations", Report No. UCB/EERC-91/08, Berkeley (CA), Earthquake Engineering Research Center, College of Engineering, University of California.
|
4 |
Der Kiureghian, A., Keshishian, P. and Hakobian, A. (1997), "Multiple support response spectrum analysis of bridges including the site-response effect and MSRS code", Report No. UCB/EERC-97/02, Berkeley (CA), Earthquake Engineering Research Center, College of Engineering, University of California.
|
5 |
Nakamura, Y., Der Kiureghian, A. and Liu, D. (1993), "Multiple-support response spectrum analysis of the Golden Gate bridge", Report No. UCB/EERC-93/05, Berkeley (CA), Earthquake Engineering Research Center, College of Engineering, University of California.
|
6 |
Schemmann, A.G. (1997), "Modeling and active control of cable-stayed bridges subject to multiple-support excitation", Ph. D. Thesis, Stanford University, California.
|
7 |
Garevski, M., Dumanoglu, A.A. and Severn, R.T. (1988), "Dynamic characteristics and seismic behaviour of Jindo bridge, South Korea", Structural Engineering Review, 1, 141-149.
|
8 |
Hao, H. (1993), "Arch responses to correlated multiple excitations", Earthq. Eng. Struct. Dyn., 22, 389-404.
DOI
ScienceOn
|
9 |
Harichandran, R.S. and Wang, W. (1988), "Response of one- and two-span beams to spatially varying seismic excitation", Report to the National Science Foundation MSU-ENGR-88-002, Michigan State University, Michigan.
|
10 |
Lee, M.C. and Penzien, J. (1980), "Stochastic seismic analysis of nuclear power plant structures and piping systems subjected to multiple support excitations", Report No. UCB/EERC-80/19, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, CA.
|
11 |
Soyluk, K. and Dumanoglu, A.A. (2000), "Comparison of asynchronous and stochastic dynamic response of a cable-stayed bridge", Eng. Struct., 22, 435-445.
DOI
ScienceOn
|
12 |
Allam, S.M. and Datta, T.K. (2000), "Analysis of cable-stayed bridges under multi-component random ground motion by response spectrum method", Eng. Struct., 22, 1367-1377.
DOI
ScienceOn
|
13 |
Zerva, A. (1991), "Effect of spatial variability and propagation of seismic ground motions on the response of multiply supported structures", Probabilistic Engineering Mechanics, 6, 212-221.
DOI
ScienceOn
|
14 |
Allam, S.M. and Datta, T.K. (1999), "Seismic behaviour of cable-stayed bridges under multi-component random ground motion", Eng. Struct., 22, 62-74.
|
15 |
Abdel-Ghaffar, A.M. and Rubin, L.I. (1982), "Suspension bridge response to multiple-support excitations", J. Eng. Mech., 108, 419-435.
|
16 |
Monti, G., Nuti, C. and Pinto, P.E. (1996), "Nonlinear response of bridges under multisupport excitation", J. Struct. Eng., 122(10), 1147-1159.
DOI
ScienceOn
|
17 |
Nazmy, A.S. and Abdel-Ghaffar, A.M. (1992), "Effects of ground motion spatial variability on the response of cable-stayed bridges", Earthq. Eng. Struct. Dyn., 21, 1-20.
DOI
|
18 |
Nazmy, A.S. and Abdel-Ghaffar, A.M. (1987), "Seismic response analysis of cable stayed bridges subjected to uniform and multiple-support excitations", Report No. 87-SM-1, Department of Civil Engineering, Princeton University, Princeton (NJ).
|
19 |
Harichandran, R.S., Hawwari, A. and Sweiden, B.N. (1996), "Response of long-span bridges to spatially varying ground motion", J. Struct. Eng., 122(5), 476-484.
DOI
|
20 |
Der Kiureghian, A. (1996), "A coherency model for spatially varying ground motions", Earthq. Eng. Struct. Dyn., 25, 99-111.
DOI
|
21 |
Zembaty, Z. (1997), "Vibrations of bridge structure under kinematic wave excitations", J. Struct. Eng., 123(4), 479-487.
DOI
ScienceOn
|