Wolf J P. Dynamic soil-structure interaction [M]. Englewood Cliffs, N. J. : Prentice Hall, 1985: 179―272.
[2]
陈厚群, 吴胜兴, 党发宁, 等. 高拱坝抗震安全[M]. 北京: 中国电力出版社, 2012: 67―75. Chen Houqun, Wu Shengxing, Dang Faning, et al. Seismic safety of high arch dam [M]. Beijing: China Electric Power Press, 2012: 67―75. (in Chinese)
[3]
谢礼立, 马玉宏, 翟长海. 基于性态的抗震设防与设计地震动[M]. 北京: 科学出版社, 2009: 247―253. Xie Lili, Ma Yuhong, Zhai Changhai. Performance-based seismic design and design ground motion [M]. Beijing: Science Press, 2009: 247―253. (in Chinese)
[4]
陈厚群. 坝址地震动输入机制探讨[J]. 水利学报, 2006, 37(12): 1417―1423. Chen Houqun. Discussion on seismic input mechanism at dam site [J]. Journal of Hydraulic Engineering, 2006, 37(12): 1417―1423. (in Chinese)
[5]
Wilson E L. Three-dimensional static and dynamic analysis of structures [M]. 3rd ed. Berkley, California: Computers and Structures Inc, 2002: 16-1―16-16.
[6]
李山友, 王学良, 周正华. 地震波斜入射情形下水平成层半空间自由场的时域计算[J]. 吉林大学学报(地球科学版), 2003, 33(3): 372―376. Li Shanyou, Wang Xueliang, Zhou Zhenghua. The time step numerical simulation of free field motion of layered half space for indlined seismic waves [J]. Journal of Jilin University (Earth Science Edition), 2003, 33(3): 372―376. (in Chinese)
[7]
刘晶波, 王艳. 成层半空间出平面自由波场的一维化时域算法[J]. 力学学报, 2006, 38(2): 219―225. Liu Jingbo, Wang Yan. A 1-D time domain method for 2-D wave motion in elastic layered half space by antiplane wave oblique incidence [J]. Chinese Journal of Theoretical and Applied Mechanics, 2006, 38(2): 219―225. (in Chinese)
[8]
Liu Jingbo, Wang Yan. A 1D time domain method for in plane wave motions in a layered half-space [J]. Acta Mechanica Sinica, 2007, 23(6): 673―680.
[9]
刘晶波, 王艳. 成层介质中平面内自由波场的一维化时域算法[J]. 工程力学, 2007, 24(7): 16―22. Liu Jingbo, Wang Yan. A 1D time-domain method for in-plane wave motion of free field in layered media [J]. Engineering Mechanics, 2007, 24(7): 16―22. (in Chinese)
[10]
赵密, 杜修力, 刘晶波, 等. P-SV波斜入射时成层半空间自由场的时域算法[J]. 地震工程学报, 2013, 35(1): 84―90. Zhao Mi, Du Xiuli, Liu Jingbo, et al. Time domain method for free field in layered half space under P-SV waves of oblique incidence [J]. China Earthquake Engineering Journal, 2013, 35(1): 84―90. (in Chinese)
[11]
苑举卫, 杜成斌, 刘志明. 基于设计地震动的地震波斜入射波动输入研究[J]. 四川大学学报(工程科学版), 2010, 42(5): 250―255. Yuan Juwei, Du Chengbin, Liu Zhiming. Study on oblique wave input based on design seismic component [J]. Journal of Sichuan University (Engineering Science Edition), 2010, 42(5): 250―255. (in Chinese)
[12]
Bi Kaiming, Hao Hong. Modelling and simulation of spatially varying earthquake ground motions at sites with varing conditions [J]. Probabilistic Engineering Mechanics, 2012, 29: 92―104.
[13]
刘先明, 叶继红, 李爱群. 竖向地震动场的空间相干函数模型[J]. 工程力学, 2004, 21(2): 140―144. Liu Xianming, Ye Jihong, Li Aiqun. Space coherency function model of vertical ground motion [J]. Engineering Mechanics, 2004, 21(2): 140―144. (in Chinese)
[14]
Lysmer J, Kuhlemeyer R L. Finite dynamic model for infinite media [J]. ASCE, Journal of the Engineering Mechanics Division, 1969, 95(4): 859―877.
[15]
戈革. 地震波动力学基础[M]. 北京: 石油工业出版社, 1980: 216―251. Ge Ge. Basis of seismic wave dynamics [M]. Beijing: Petroleum Industry Press, 1980: 216―251. (in Chinese)
[16]
Bracewell R N. The fourier transform and its applications [M]. 3rd ed. New York: Mcgraw-Hill Higher Education, 2000: 258―292.
[17]
Boore D M. Effect of baseline corrections on displacements and response spectra for several recordings of the 1999 Chi-Chi, Taiwan, Earthquake [J]. Bulletin of the Seismological Society of American, 2001, 91(5): 1199―1211.