Idriss I M,Seed H B. Seismic response of horizontal soil layers[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1968, 94(SM4): 1003-1031.
LI Xiaojun,PENG Qing,LIU Wenzhong. Consideration of site effects for determination of design earthquake ground motion parameters[J].World Information on Earthquake Engineering,2001,17(4):34-41.(in Chinese)
YANG Weilin,CHEN Guoxing,et al.Study of influence of deep level excavation on design ground motion parameters in a weak foundation site[J]. Earthquake Engineering and Engineering Vibration,2000,20(3):93-99.(in Chinese)
[6]
戚承志,钱七虎.核电站抗震研究综述[J].地震工程与工程振动,2000,20(3):76-86.
[7]
QIChengzhi,QIAN Qihu.Overview of seismic research for nuclear power plant[J].Earthquake Engineering and Engineering Vibration,2000,20(3):76-86.(in Chinese)
XIE Lili, LI Shabai, ZHANG Wenbo. A three dimensional array for site effects on strong ground motion[J]. Journal of Earthquake Engineering and Engineering Vibration, 1999,19(2): 1-8.(in Chinese)
[10]
Kurtulu? A. Istanbul geotechnical downhole arrays[J]. Bulletin of Earthquake Engineering, 2011, 9(5):14 43-1461.
[11]
Tsai Y B, Lee C P. Strong motion instrumentation programs in Taiwan[M].Directions in Strong Motion Instrumentation. Springer Netherlands, 2005: 255-278.
Sugito M G H, Masuda T. Frequency-dependent equ-linearized technique for seismic response analysis of multi-layered ground[J]. Journal of Geotechnical Engineering, JSCE, 1994, 493(III-27): 49-58.(in Chinese)
[14]
Furumoto Y, Sugito M, Yashima A. Frequency-dependent equivalent linearized technique for FEM response analysis of ground[C]// 13th World Conference on Earthquake Engineering. Auckland, New Zealand, 2002, 2.
Yoshida N, Suetomi I. DYNEQ: a computer program for dynamic analysis of level ground based on equivalent linear method[R]. Reports of Engineering Research Institute, Sato Kogyo Co. Ltd, 1996: 61-70.
[17]
Yoshida N, Kobayashi S, Suetomi I, et al. Equivalent linear method considering frequency dependent characteristics of stiffness and damping[J]. Soil Dynamics and Earthquake Engineering, 2002, 22(3): 205-222.
[18]
Kausel E, Assimaki D. Seismic simulation of inelastic soils via frequency-dependent moduli and damping[J]. Journal of Engineering Mechanics, ASCE, 2002, 128(1): 34-46.
[19]
Kramer, S L. Geotechnical earthquake engineering[M]. New Jersey: Upper Saddle River, 1996.
[20]
廖振鹏. 工程波动理论导论[M]. 2版.北京: 科学出版社,2002.
[21]
LIAO Zhenpeng. Introduction to wave motion theories for engineering[M]. 2nd ed.Beijing: Sciences Press, 2002.(in Chinese)
WANG Wei.Nonlinear effects analysis and calculation methods improvement of site earthquake response[D].Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2008.(in Chinese)
[24]
Graizer V, Shakal A, Hipley P. Recent data recorded from downhole geotechnical arrays[C]// Proceedings of SMIP2000 Seminar on Utilization of Strong-motion Data. California: Sacramentro, 2000:23-38.
JIANG Tong, XING Hailing. An equivalent linear method considering frequency-dependent soil properties for seismic response analysis[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 218-224.(in Chinese)
[27]
Hashash Y M A, Groholski D R, Phillips C A, et al. (2012) "DEEPSOIL 5.1, User Manual and Tutorial." 107 p.
