[1] |
Der Kiureghian A, Neuenhofer A. Response spectrum method for multi-support seismic excitations[J].Earthquake Engineering and Structural Dynamics,1992,21(8): 713-740.
|
[2] |
Heredia-Zavoni E, Vanmarcke E H. Seismic random vibration analysis of multi-support structural systems[J].ASCE Journal of Engineering Mechanics,1994,120(5): 1107-1128.
|
[3] |
Mindlin R D, Goodman L E. Beam vibrations with time-dependent boundary conditions[J].ASME Journal of Applied Mechanics,1950,17(4): 377-380.
|
[4] |
Clough R W, Penzien J.Dynamics of Structures[M]. New York: McGraw-Hill, 1993.
|
[5] |
Zerva A. Response of multi-span beams to spatially incoherent seismic ground motions[J].Earthquake Engineering and Structural Dynamics,1990,19(6): 819-832.
|
[6] |
Zerva A. Seismic loads predicted by spatial variability models[J].Structural Safety,1992,11(3): 227-243.
|
[7] |
Zhang Y H, Li Q S, Lin J H, Williams F W. Random vibration analysis of long-span structures subjected to spatially varying ground motions[J].Soil Dynamics and Earthquake Engineering,2009,29(4): 620-629.
|
[8] |
张亚辉, 智浩, 吕峰. 结构多点随机地震响应分析及拟静位移计算[J]. 计算力学学报, 2004,21(5): 564-570.(ZHANG Ya-hui, ZHI Hao, L Feng. Seismic random response analysis of Multi-supported structures and the quasi-static displacement approximation[J].Chinese Journal of Computational Mechanics,2004,21(5): 564-570.(in Chinese))
|
[9] |
Alkhaleefi A M, Ali A. An efficient multi-point support-motion random vibration analysis technique[J].Computers & Structures,2002,80(22): 1689-1697.
|
[10] |
Chen J T, Hong H K, Yeh C S, Chyuan S W. Integral representations and regularizations for a divergent series solution of a beam subjected to support motions[J].Earthquake Engineering and Structural Dynamics,1996,25(9): 909-925.
|
[11] |
Chen J T, Tsaur D H, Hong H K. An alternative method for transient and random responses of structures subject to support motions[J].Engineering Structures,1997,19(2): 162-172.
|
[12] |
Lin Y K, Zhang R, Yong Y. Multiply supported pipeline under seismic wave excitations[J].ASCE Journal of Engineering Mechanics,1990,116(5): 1094-1108.
|
[13] |
Leger P, Ide I M, Paultre P. Multiple-support seismic analysis of large structures[J].Computers & Structures,1990,36(6): 1153-1158.
|
[14] |
周国良, 李小军, 刘必灯, 齐兴军. 大质量法在多点激励分析中的应用, 误差分析与改进[J]. 工程力学, 2011,28(1): 48-54.(ZHOU Guo-liang, LI Xiao-jun, LIU Bi-deng, QI Xing-jun. Error analysis and improvement of large mass method used in multi-support seismic excitation analysis[J].Engineering Mechanics,2011,28(1): 48-54.(in Chinese))
|
[15] |
屈铁军, 王君杰, 王前信. 空间变化的地震动功率谱的实用模型[J]. 地震学报, 1996,18(1): 55-62.(QU Tie-jun, WANG Jun-jie, WANG Qian-xin. Practical PSD ground motion with spatial effect[J].Acta Seismologica Sinica, 1996,18(1): 55-62.(in Chinese))
|
[16] |
冯启民, 胡聿贤. 空间相关地面运动的数学模型[J]. 地震工程与工程振动, 1981,1(2): 1-8.(FENG Qi-min, HU Yu-xian. A mathematical model for spatial seismic ground motion[J].Journal of Earthquake Engineering and Engineering Dynamics,1981,1(2): 1-8.(in Chinese))
|
[17] |
Loh C H, Yeh Y T. Spatial variation and stochastic modelling of seismic differential ground movement[J].Earthquake Engineering and Structural Dynamics,1988,16(4): 583-596.
|
[18] |
Der Kiureghian A. A coherency model for spatially varying ground motions[J].Earthquake Engineering and Structural Dynamics,1996,25(1): 99-111.
|
[19] |
Somerville P G, McLaren J P, Sen M K,Helmberger D V. The influence of site conditions on the spatial incoherence of ground motions[J].Structural Safety,1991,10(1): 1-13.
|
[20] |
林家浩, 张亚辉. 随机振动的虚拟激励法[M]. 北京: 科学出版社, 2004.(LIN Jia-hao, ZHANG Ya-hui.Pseudo-Excitation Method for Random Vibration [M]. Beijing: Science Press, 2004.(in Chinese))
|