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1 Zembaty, ZEng, "“Vibrations of bridge structure under kinematic wave excitations”" 123 (123): 479-487, 1997
2 Schemmann,A, "“Modeling and active control of cable-stayed bridges subject to multiple-supportexcitation”" Stanford University 1997
3 A, "“Effects of ground motion spatial variability on the response ofcable-stayed bridges”" 1-20, 1992
4 A, "“Effect of spatial variability and propagation of seismic ground motions on the response ofmultiply supported structures”" 212-221, 1991
5 A, "“Comparison of asynchronous and stochastic dynamic response of acable-stayed bridge”" 22 : 435-445, 2000
6 A, "Suspension bridge response to multiple-support excitations" duma (duma): 419 246-435, 1982
7 Alam, "Seismic behaviour of cable-stayed bridges under multi-component randomground motion" Eng. Struct 22 : 62-74, 1999
8 A, "Response of long-span bridges to spatialy varyingground motion" 122 (122): 476-484, 1996
9 Monti, "Nonlinear response of bridges under multisupport excitation J" 122 (122): 1147-1159, 1996
10 Der Kiureghian, "Multiple support response spectrum analysis of bridges including the site-response effect and MSRS code Report" 1997
11 Clough, "Dynamics of Structures" Inc 1993
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14 Alam, "Analysis of cable-stayed bridges under multi-component random groundmotion by response spectrum method Eng" Struct 22 : 1367-1377, 2000
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21 Der Kiureghian, "?A coherency model for spatialy varying ground motions Earthq" 99-11, 1996