引文
[1]Kiureghian A D,Neuenhofer A.Response spectrum method for multi-support seismic excitations[J].Earthquake Engineering and Structures Dynamics,1992,21:713―740.
[2]Berrah M,Kaausel E.Response spectrum analysis of structures subjected to spatially varying motions[J].Earthquake Engineering and Structures Dynamics,1992,21:461―470.
[3]Ernesto H Z,Vanmarcke E H.Seismic random vibration analysis of multi-support structural systems[J].Journal of Engineering Mechanics,ASCE,1994,120(5):1107―1128.
[4]刘先明,叶继红,李爱群.多点输入反应谱法的理论研究[J].土木工程学报,2005,38(3):17―22.Liu Xianming,Ye Jihong,Li Aiqun.Research of multi-support response spectrum method[J].China Civil Engineering Journal,2005,38(3):17―22.(in Chinese)
[5]Allam S M,Datta T K.Analysis of cable-stayed bridges under multi-component random ground motion by response spectrum method[J].Engineering Structures,2000(19):1367―1377.
[6]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 Jiahao,Zhang Yahui.Pseudo-excitation method of random vibration[M].Beijing:Science Press,2004.(in Chinese)
[7]曹资,薛素铎.空间结构抗震理论与设计[M].北京:科学出版社,2005.Cao Zi,Xue Suduo.Seismic analysis and design of spatial strucutures[M].Beijing:Science Press,2005.(in Chinese)
[8]赵灿晖.大跨度钢管混凝土拱桥的地震响应分析[D].成都:西南交通大学,2001.Zhao Canhui.Seismic response analysis of long span concrete filled steel tube arch bridge[D].Chengdu:Southwest Jiaotong University,2001.(in Chinese)
[9]Kato S,Su L.Effects of surface motion difference at footings on the earthquake responses of large-span gable structures[J].Steel Construction Engineering,JSSC,2002,9(36):113―128.
[10]Kato S,Nakazawa S,Su L.Effects of wave passage andlocal site on seismic responses of a large-span reticular dome structure[J].Steel Construction Engineering,JSSC,2003,10(37):91―106.
[11]罗尧治,王荣.索穹顶结构动力特性及多维多点抗震性能研究[J].浙江大学学报(工学版),2005,39(1):39―45.Luo Yaozhi,Wang Rong.Study on dynamic characteristics and behavior of cable dome subjected to multi-dimensional and multi-point seismic excitation[J].Journal of Zhejiang University(Engineering Science),2005,39(1):39―45.(in Chinese)
[12]楼梦麟,邸龙.地震行波激励下单层柱面网壳反应分析[J].结构工程师,2005,21(5):48―52.Lou Menglin,Di Long.Response analysis of single layer cylindrical reticulated shell under seismic wave-passage excitations[J].Structural Engineers,2005,21(5):48―52.(in Chinese)
[13]林皋.土-结动力相互作用[J].世界地震工程,1991,7(2):4―21.Lin Gao.Soil-structure dynamic interaction[J].World Earthquake Engineering,1991,7(2):4―21.(in Chinese)
[14]Wolf J P.Soil-structure interaction analysis in time domain[M].NJ:Prentice Hall,Englewood Cliffs,1988:11―35.
[15]Jean W Y,Lin T W,Penzien J.System parameters of soil foundations for time domain dynamic analysis[J].Earthquake Engineering and Structures Dynamics,1990,19(4):541―553.
[16]王有为,王开顺.建筑物-桩-土相互作用地震反应分析的研究[J].建筑结构学报,1985,6(5):64―73.Wang Youwei,Wang Kaishun.Research on earthquake response analysis of building structure-pile-soil interaction[J].Journal of Building Structures,1985,6(5):64―73.(in Chinese)
[17]李永梅,孙国富,王松涛.桩-土-杆系结构动力相互作用[J].建筑结构学报,2002,23(1):75―81.Li Yongmei,Sun Guofu,Wang Songtao.Dynamic interaction of pile-soil-frame structure[J].Journal of Building Structures,2002,23(1):75―81.(in Chinese)
[18]Bielak J.Dynamic response of non-linear building-foundation systems[J].Earthquake Engineering and Structures Dynamics,1978,6(1):17―30.
[19]Hayashi Y,Takahashi I.An efficient time-domain soil-structure interaction analysis based on the dynamic stiffness of an unbounded soil[J].Earthquake Engineering and Structures Dynamics,1992,21(4):787―798.
[20]Wu Wen-hwa,Smith H A.Efficient modal analysis for structures with soil-structure interaction[J].Earthquake Engineering and Structures Dynamics,1995,24(7):283―299.
[21]Guin J,Banerjee P K.Coupled soil-pile-structure interaction analysis under seismic excitation[J].Journal of Structural Engineering,ASCE,1998,124(4):434-444.
[22]宋亚新,蒋通,楼梦麟.桩基-非线性框剪结构相互作用体系(下)-相互作用对结构地震反应的影响[J].地震工程与工程振动,2000,20(1):48-55.Song Yaxin,Jiang Tong,Lou Menglin.Pile-nonlinear frame-wall interaction systems.Part II:Effects of interaction on seismic responses of structures[J].Earthquake Engineering and Engineering Vibration,2000,20(1):48-55.(in Chinese)
[23]Iida M.Three dimensional non-linear soil-building interaction analysis in the lakebed zone of Mexico city during the hypothetical guerrero earthquake[J].Earthquake Engineering and Structures Dynamics,1998,27(12):1483-1502.
[24]李培振,吕西林,陈波.均匀土-箱基-结构相互作用体系的计算分析[J].地震工程与工程振动,2002,22(5):115-121.Li Peizhen,Lu xilin,Chen Bo.Computer analysis of soil-box foundation-structure dynamic interaction by ANSYS program[J].Earthquake Engineering and Engineering Vibration,2002,22(5):115-121.(in Chinese)
[25]刘晶波,吕彦东.结构-地基动力相互作用问题分析的一种直接方法[J].土木工程学报,1998,31(3):55-64.Liu Jingbo,Lu Yandong.A direct method for analysis of dynamic soil-structure interaction[J].China Civil Engineering Journal,1998,31(3):55-64.(in Chinese)
[26]廖振鹏.工程波动理论导论[M].第二版.北京:科学出版社,2002.Liao Zhenpeng.Introduction to engineering wave motion theories[M].2nd ed.Beijing:Science Press,2002.(in Chinese)