Application of the Pseudo-Excitation Method with Spatial Coherence in Random Vibration Analysis of Long-Span Space Structures
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[1] H. L. Wong,et al. Response of a rigid foundation to a spatially random ground motion , 1986 .
[2] J. Luco,et al. Response of circular foundation to spatially random ground motion , 1987 .
[3] Weijun Wang,et al. RESPONSE OF SIMPLE BEAM TO SPATIALLY VARYING EARTHQUAKE EXCITATION , 1988 .
[4] A. Ang,et al. Lifeline response to spatially variable ground motions , 1988 .
[5] Aspasia Zerva,et al. Response of multi-span beams to spatially incoherent seismic ground motions , 1990 .
[6] Weijun Wang,et al. Response of indeterminate two-span beam to spatially varying seismic excitation , 1990 .
[7] Mrinal K. Sen,et al. The influence of site conditions on the spatial incoherence of ground motions , 1991 .
[8] Hong Hao,et al. Response of multiply supported rigid plate to spatially correlated seismic excitations , 1991 .
[9] John F. Schneider,et al. Empirical Spatial Coherency Functions for Application to Soil-Structure Interaction Analyses , 1991 .
[10] A. Zerva. Effect of Spatial Variability and Propagation of Seismic Ground Motions on the Response of Multiply Supported Structures , 1991 .
[11] Ronald S. Harichandran. Random Vibration under Propagating Excitation: Closed‐Form Solutions , 1992 .
[12] Aspasia Zerva,et al. Seismic ground motion simulations from a class of spatial variability models , 1992 .
[13] Lin Jia-hao,et al. A fast CQC algorithm of psd matrices for random seismic responses , 1992 .
[14] Aspasia Zerva,et al. Spatial incoherence effects on seismic ground strains , 1992 .
[15] A. M. Abdel-Ghaffar,et al. Effects of ground motion spatial variability on the response of cable‐stayed bridges , 1992 .
[16] Ronald S. Harichandran,et al. An efficient, adaptive algorithm for large‐scale random vibration analysis , 1993 .
[17] H. Hao. Arch responses to correlated multiple excitations , 1993 .
[18] Jiahao Lin,et al. Structural responses to arbitrarily coherent stationary random excitations , 1994 .
[19] H. Hao. Ground-motion spatial variation effects on circular arch responses , 1994 .
[20] Jiahao Lin,et al. Pseudo-excitation algorithm for nonstationary random seismic responses , 1994 .
[21] F. Yamazaki,et al. Spatial Correlation of EArthquake Ground Motion Based on Dense Array Records. , 1995 .
[22] Hong Hao,et al. Seismic Response of Asymmetric Structures to Multiple Ground Motions , 1995 .
[23] Ronald S. Harichandran,et al. RESPONSE OF LONG-SPAN BRIDGES TO SPATIALLY VARYING GROUND MOTION , 1996 .
[24] Hong Hao,et al. Multiple excitation effects on response of symmetric buildings , 1996 .
[25] H. O. Soliman,et al. Stochastic Response of Piping Systems With Flexible Supports , 1996 .
[26] Jiahao Lin,et al. Structural seismic response to inhomogeneous random field , 1997 .
[27] Frederic Ward Williams,et al. RANDOM SEISMIC RESPONSES OF MULTI-SUPPORT STRUCTURES IN EVOLUTIONARY INHOMOGENEOUS RANDOM FIELDS , 1997 .
[28] A. Zerva,et al. Effect of surface layer stochasticity on seismic ground motion coherence and strain estimates , 1997 .
[29] Hong Hao. Response of two-way eccentric building to nonuniform base excitations , 1998 .
[30] Hong Hao,et al. A parametric study of the required seating length for bridge decks during earthquake , 1998 .
[31] Qing-shan Yang,et al. A practical coherency model for spatially varying ground motions , 2000 .
[32] T. K. Datta,et al. Response Spectrum Analysis of Suspension Bridges for Random Ground Motion , 2002 .
[33] Jiahao Lin,et al. Seismic Random Vibration of Long-Span Structures , 2005 .
[34] Kan Yuan. FORM FINDING OF CABLE DOMES BY MODIFIED DYNAMIC RELAXATION , 2007 .
[35] A New Approach to Multiphase-Excitation Stochastic Seismic Response , 2008 .