WOF J P.Soil-structure interaction analysis in time dornain[M].Englewood Cliffs,New Jersey:Prentice Hall,1988,11- 35.
[2]
林皋,栾茂田,陈怀海.土-结构相互作用对高层建筑非线性地震反应的影响[J].土木程学报,1993,26(4):1-13.LIN Gao,LUAN Mao-tian,CHEN Huai-hai.Soil-structure interaction effect on the nonlinear seismic response of high-rise building[J].China Civil Engineering Journal,1993,26(4):1-13.(in Chinese)
[3]
CONSTANTINOU M C,KNELFATI M.Dynamics of soil-base-isolated-structure systems[J].J Struc Engrg ASCE,1998, 114(1):211-221.
[4]
李海岭,葛修润.土-结构相互作用对基础隔震体系的影响[J].土木工程学,2001,34(4):83-87.LI Hai-ling,GE Xiu-run.Effcet of soil-structure interaction on base-isolated building system[J].China Civil Engineering Journal,2001,34(4):83-87.(in Chinese)
[5]
SPYRAKOS C C.Assessment of SSI on the longitudinal seismic response of short span bridges[J].Eng Struct,1990,12: 60-65.
[6]
SPYRAKOS C C.Seismic behaviour of bridge piers including soil structure interaction[J].Comput Struct,1992,43:373- 384.
[7]
ZHANG J,MAKRIS N.Seismic response analysis of highway overcrossings including soil-structure interaction[J]. Earthquake Eng Struct Dyn,2002,31:1967-1991.
[8]
ZHANG J,MAKRIS N.Kinematic response functions and dynamic stiffnesses of bridge embankments[J].Earthquake Eng Struet Dyn,2002,31:1933-1966.
[9]
CHAUDHARY M T A,ABE M,FUJINO Y.Identification of soil-structure interaction effect in base-isolated bridges from earthquake records[J].Soil Dynamics and Earthquake Engineering,2001,21:713-725.
[10]
PENZIENJ,SCHEFFEY C F,PARMELEE R A,et al.Seismic analysis of bridges on long piles[J].Eng Meeh Div ASCE.1964.90(EM3):223-253.
[11]
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 Yong-mei,SUN Guo-fu,WANG Song-tao.Dynamic interaction of pile-soil-frame structure[J].Journal of Building Structures,2002,23(1):75-81.(in Chinese)
[12]
WOF J P.Spring-dashpot-mass mode for foundation vibrations[J].Earthquake Engng Struct Dyn,1997,26(9):31-49.
[13]
PARK Y J,WEN Y K,ANG A H S.Random vibration of hysteretic systems under hi-directional motions[J].Earthquake Eng Struct Dyn,1986,14(4):543-557.