Citation: | ZHANG Yingbin, YU Pengcheng, ZHAO Xingquan. Analytical Solutions of Earthquake Dynamic Responses of Trapezoid-Like Mountain[J]. Journal of Southwest Jiaotong University, 2015, 28(3): 435-441. doi: 10.3969/j.issn.0258-2724.2015.03.008 |
刘红帅,薄景山,吴兆营,等. 土体参数对地表加速度峰值和反应谱的影响
|
[J]. 地震研究,2005,28(2): 167-168. LIU Hongshuai, BO Jingshan, WU Zhaoying, et al. Effects of soil parameters on ground surface acceleration peak and response spectra
|
MONONOBE N, TAKATA A, MATUMURA M. Seismic stability of the earth dam
|
[J]. Journal of Seismological Research, 2005, 28(2): 167-168.
|
张锐. 高土石坝地震作用效应及坝坡抗震稳定分析研究
|
GAZETAS G. New dynamic model for earth dams evaluated through case histories
|
DAKOULAS P, GAZETAS G. A class of inhomo-geneous shear models for seismic response of dams and embankments
|
[C]//Proceeding of the 2nd Congress on Large Dams (CLD'36). Washington D C:, 1936: 435-442.
|
栾茂田,金崇磐,林皋. 非均质堤坝振动特性简化分析
|
[D]. 大连:大连理工大学土木工程学院,2008.
|
DAKOULAS P, HSU C H. Response of dams in semielliptical canyons to oblique SH waves
|
孔宪京,张天明. 土石坝与地基地震反应分析的波动-剪切梁法
|
[J]. Soils and Foundations, 1981, 21(1): 67-78.
|
王春玲,黄义,张为民. 指数函数剪切模量的成层土地震反应解析解
|
李湛,栾茂田. 土石坝地震响应的非线性剪切条模型与对比分析
|
[J]. International Journal of Soil Dynamics and Earthquake Engineering, 1985, 4(4): 166-182.
|
肖晓春,潘一山,王秋香. 影响剪切梁层间失效模型的参数分析
|
吴艳红,王春玲,梁志刚. 幂函数模量成层土上剪切梁式结构的随机地震反应
|
任慧,尚守平,李刚. 非匀质场地地震反应的模态叠加法解
|
[J]. 大连理工大学学报,1989,29(4): 479-488. LUAN Maotian, JIN Chongpan, LIN Gao. A simplified approach to evaluation of vibration characteristics of non-homogeneous embankments
|
ZHAO J X. Estimating modal parameters for a simple soft-soil site having a linear distribution of shear wave velocity with depth
|
[J]. Journal of Dalian University of Technology, 1989, 29(4): 479-488.
|
ZHAO J X. Modal analysis of soft-soil sites including radiation damping
|
[J]. Journal of Engineering Mechanics, 1995, 121(3): 379-391.
|
顾淦臣,沈长松,岑威钧. 土石坝地震工程学
|
张振宇,张立柱. 偏微分方程
|
[J]. 大连理工大学学报,1994,34(2): 173-179. KONG Xianjing, ZHANG Tianming. Wave motion-shear wedge beam method of seismic response analysis for embankment and soil deposit
|
克拉夫 R,彭津 J. 结构动力学
|
[J]. Journal of Dalian University of Technology, 1994, 34(2): 173-179.
|
[J]. 长安大学学报:自然科学版,2003,23(4): 15-17. WANG Chunling, HUANG Yi, ZHANG Weimin. General solution to earthquake response of stratified foundations with exponential function shear modulus
|
[J]. Journal of Chang'an University: Natural Science Edition, 2003, 23(4): 15-17.
|
[J]. 地震工程与工程振动,2006,25(5): 41-49. LI Zhan, LUAN Maotian. Nonlinear shear slice model and comparative studies for seismic response analysis of earth and rock-fill dams
|
[J]. Earthquake Engineering and Engineering Vibration, 2006, 25(5): 41-49.
|
[J]. 辽宁工程技术大学学报:自然科学版,2005,24(3): 354-356. XIAO Xiaochun, PAN Yishan, WANG Qiuxiang. Parameter analysis influencing shear beam model for interface failure
|
[J]. Journal of Liaoning Technical University: Natural Science Edition, 2005, 24(3): 354-356.
|
[J]. 西安建筑科技大学学报:自然科学版,2009,41(3): 439-443. WU Yanhong, WANG Chunlin, LIANG Zhigang. Random earthquake response of shearing beam structure on the stratified foundations with power function modulus
|
[J]. Journal of Xi'an University of Architecture Technology: Natural Science Edition, 2009, 41(3): 439-443.
|
[J]. 西北地震学报,2009,31(1): 26-30. REN Hui, SHANG Shouping, LI Gang. Seismic response of inhomogeneous site by using the mode-superposition method
|
[J]. Northwestern Seismological Journal, 2009, 31(1): 26-30.
|
[J]. Earthquake Engineering and Structural Dynamics, 1996, 25(2): 175-177.
|
[J]. Earthquake Engineering and Structural Dynamics, 1997, 26(1): 108-112.
|
[M]. 北京:中国水利水电出版社,2009: 218-221.
|
[M]. 上海:复旦大学出版社,2011: 56-59.
|
[M]. 2版. 王光远,译. 北京:高等教育出版社,2006: 302-303.
|