Kiureghian A D.Acoheren cymodal for spatially varying ground motions[J].Earthquake Engineering&Structural Dynamics.1996,25(1):99-111.
[2]
Kiureghian A D,Neuenhofer A.Response spectrum method for multi-support seismic excitations[J].Earthquake Engineering&Structural Dynamics,1992,21(8):713-740.
[3]
Ernesto H Z,Vanmarcke E H.Seisic random vibration analysis of multisupport structural systems[J].Journal of Engineering Mechanics,1994,120(5):1107-1128.
Lin J H,Zhong W S.A fast CQC a lgorithm of PSD matrices for random seism icresponses[J].Computers&Stru ctures,1992,44(3):683-687.
[6]
Lin J H,Zhang Y H,Li Q S,et al. Seismic spatial effects for long-sp an bridges,using the pseudo excitaton method[J].Engineering Structues,2004,26(9):1207-1216.
[7]
Release 11.0 Documentation for AN SY S.AN SY S Inc.
[8]
Clough R W,Penzien J.D ynamics of structures[M].New York:McGraw-Hill,1993.
[9]
林家浩.随机地震响应的确定性算法[J].地震工程与工程振动,1985,5(1):89-94.
[10]
Kiu reghian A D.Acoherency modal for spatially varying ground motions[J].Earthquake Engineering Structu ral Dynamics,1996,25(1):99-111.