Bruneau M. Preliminary report of structural damage from the Loma Prieta (San Francisco) earthquake of 1989 and pertinence to Canadian structural engineering practice[J]. Canadian Journal of Civil Engineering, 1990, 17(2): 198-208.
[2]
Tanaka Y. The 1995 great hanshin earthquake and liquefaction damages at reclaimed lands in kobe port[J]. International Journal of Offshore and Polar Engineering, 2000, 10(1): 64-72.
[3]
Newmark N M, Hall W J. Earthquake spectra and design[M]. Berkeley: EERI, California, 1982.
[4]
Veletsos A S, Newmark N M. Effect of inelastic behavior on the response of simple systems to earthquake motions[C]// Proceedings of the Second World Conference on Earthquake Engineering. Japan: Science Council of Japan, 1960: 895-912.
[5]
Miranda E, Bertero V V. Evaluation of strength reduction factors for earthquake-resistant design[J]. Earthquake Spectra, 1994, 10(2): 357-379.
[6]
Riddell R. Inelastic design spectra accounting for soil conditions[J]. Earthquake engineering and structural dynamics, 1995, 24(11): 1491-1510.
[7]
Miranda E, Ruiz-Garcia J. Evaluation of approximate methods to estimate maximum inelastic displacement demands[J]. Earthquake engineering and structural dynamics, 2002, 31(3): 539-560.
[8]
Bozorgnia Y, Hachem M M, Campbell K W. Deterministic and probabilistic predictions of yield strength and inelastic displacement spectra[J]. Earthquake Spectra, 2010, 26(1): 25-40.
[9]
卓卫东, 范立础. 结构抗震设计中的强度折减系数研究[J]. 地震工程与工程振动, 2001, 21(1): 84-88. ZHUO Weidong, FAN Lichu. On strength reduction factors used for seismic design of structures[J]. Journal of Earthquake Engineering and Engineering Vibration, 2001, 21(1): 84-88. (in Chinese)
[10]
周雍年, 周正华, 于海英. 设计反应谱长周期区段的研究[J]. 地震工程与工程振动, 2004, 24(2): 15-18. ZHOU Yongnian, ZHOU Zhenghua, YU Haiying. A study on long period portion of design spectra[J]. Journal of Earthquake Engineering and Engineering Vibration, 2004, 24(2): 15-18. (in Chinese)
[11]
王东升, 李宏男, 王国新. 统计意义一致的弹塑性设计位移谱[J]. 大连理工大学学报, 2006, 46(1): 87-92. WANG Dongsheng, LI Hongnan, WANG Guoxin. Statistical property-consistent elastic-plastic displacement design spectra[J]. Journal ofDalian University of Technology, 2006, 46(1): 87-92. (in Chinese)
[12]
翟长海, 公茂盛, 张茂花, 等. 工程结构等延性地震抗力谱研究[J]. 地震工程与工程振动, 2004, 24(1): 22-29. ZHAI Changhai, GONG Maosheng, ZHANG Maohua, et al. On seismic resistance spectra of constant ductility of structures[J]. Journal of Earthquake Engineering and Engineering Vibration, 2004, 24(1): 22-29. (in Chinese)
Fukuyama E. Analysis and interpretation of the heterogeneous rupture process: Application of the empirical Green’s function method and nonlinear inversion technique to large earthquakes[J]. Tectonophysics, 1991, 197(1): 1-17.
Ikehara K, Ashi J, Machiyama H, et al. Submarine Slope Response to Earthquake Shaking Within Western Sagami Bay, Central Japan[M]. Submarine Mass Movements and Their Consequences. Springer Netherlands, 2012: 539-547.
[18]
Boore D M, Smith C E. Analysis of earthquake recordings obtained from the Seafloor Earthquake Measurement System (SEMS) instruments deployed off the coast of southern California[J]. Bulletin of the Seismological Society of America, 1999, 89(1): 260-274.
[19]
兰景岩, 刘红帅, 吕悦军. 渤海土类动力非线性参数及合理性[J]. 哈尔滨工程大学学报, 2012, 33(9): 1079-1085. LAN Jingyan, LIU Hongshuai, LYU Yuejun. Dynamic nonlinear parameters of soil in the Bohai Sea and their rationality[J]. Journal of Harbin Engineering University, 2012, 33(9): 1079-1085. (in Chinese)
[20]
王东升, 李宏男, 王国新. 双向地震动作用的拟等延性系数谱[J]. 地震工程与工程振动, 2004, 24(4): 25-31. WANG Dongsheng, LI Hongnan, WANG Guoxin. Pseudo-constant ductility inelastic spectra for bi-directional ground motions[J]. Journal of Earthquake Engineering and Engineering Vibration, 2004, 24(4): 25-31. (in Chinese)
[21]
王东升, 李宏男, 王国新, 等. 弹塑性地震反应谱的长周期特性研究[J]. 地震工程与工程振动, 2006, 26(2): 49-55. WANG Dongsheng, LI Hongnan, WANG Guoxin, et al. Study on characters of long period portion of inelastic spectra[J]. Journal of Earthquake Engineering and Engineering Vibration, 2006, 26(2): 49-55. (in Chinese)