引文
[1]廖振鹏.工程波动理论导论(第二版)[M].北京:科学出版社,2002:49-66Liao Zhenpeng.Introduction to wave motion theories in engineering[M].Beijing:Science Press,2002:49-66
[2]王伟,周正华,王玉石,等.地震动分段输入的等效线性化方法[J].应用基础与工程科学学报,2010,18(增):130-137Wang Wei,Zhou Zhenghua,Wang Yushi,et al.Equivalent linear method of seismic motion segment-input[J].Journalof Basic Science and Engineering,2010,18(sup):130-137
[3]栾茂田,林皋.场地地震反应一维非线性计算模型[J].工程力学,1992,9(1):94-103Luan Maotian,Lin Gao.Computational model for nonlinear analysis of soil site seismic response[J].EngineeringMechanics,1992,9(1):94-103
[4]Guang Yu,John G Anderson,Raj Siddharthan.On the characteristics of nonlinear soil response[J].BSSA,1992,83(1):218-244
[5]Jian-Ye Ching,Steven D Glaser.1D time-domain solution for seismic ground motion prediction[J].Journal ofGeotechnical and Geoenvironmental Engineering,2001,127:36-47
[6]李小军.非线性土层地震反应分析的一种方法[J].华南地震,1992,12(4):1-8Li Xiaojun.A method for analysing seismic response of nonlinear soil layers[J].South China Journal of Seismology,1992,12(4):1-8
[7]金星,孔戈,丁海平.水平成层场地地震反应非线性分析[J].地震工程与工程振动,2004,24(3):38-43Jin Xing,Kong Ge,Ding Haiping.Nonlinear seismic response analysis of horizontal layered site[J].EarthquakeEngineering and Engineering Vibration,2004,24(3):38-43
[8]齐文浩,王振清,薄景山.土层非线性地震反应分析方法及其检验[J].哈尔滨工程大学学报,2010,31(4):444-450Qi Wenhao,Wang Zhenqing,Bo Jingshan.Development and verification of a method for analyzing the nonlinear seismicresponse of soil layers[J].Journal of Harbin Engineering University,2010,31(4):444-450
[9]卢滔,周正华,霍敬妍.土层非线性地震反应一维时域分析[J].岩土力学,2008,29(8):2170-2176Lu Tao,Zhou Zhenghua,Huo Jingyan.1D nonlinear seismic response analysis of soil layers in time domain[J].Rockand Soil Mechanics,2008,29(8):2170-2176
[10]李小军.土的动力本构关系的一种简单函数表达式[J].岩土工程学报,1992,14(5):90-94Li Xiaojun.A simple function expression of the dynamic constitutive relation of soil[J].Chinese Journal of GeotechnicalEngineering,1992,14(5):90-94
[11]王志良,韩清宇.粘弹塑性土层地震反应的波动分析方法[J].地震工程与工程振动,1981,1(1):117-137Wang Zhiliang,Han Qingyu.Analysis of wave propagation for the site seismic response,using the visco-elastoplasticModel[J].Earthquake Engineering and Engineering Vibration,1981,1(1):117-137
[12]郑大同,王惠昌.循环荷载作用下土的非线性应力应变模型[J].岩土工程学报,1983,5(1):65-76Zheng Datong,Wang Huichang.Nonlinear stress-strain models of soils under cyslic loadings[J].Chinese Journal ofGeotechnical Engineering,1983,5(1):65-76
[13]李小军,廖振鹏.土应力应变关系的粘-弹-塑模型[J].地震工程与工程振动,1989,9(3):65-72Li Xiaojun,Liao Zhenpeng.Visco-elasto-plastic Model of soil stress-strain relationship[J].Earthquake Engineering andEngineering Vibration,1989,9(3):65-72
[14]谢礼立,李沙白,章文波.唐山响堂三维场地影响观测台阵[J].地震工程与工程振动,1999,19(2):1-8Xie Lili,Li Shabai,Zhang Wenbo.A three dimensional array for site effects on strong ground motion[J].EarthquakeEngineering and Engineering Vibration,1999,19(2):1-8
[15]廖振鹏,李小军.地表土层地震反应的等效线性化解法[M]∥地震小区划—理论与实践.北京:地震出版社,1989:141-153Liao Zhenpeng,Li Xiaojun.Equal linearization solution for seismic response of soil layers[M]∥Seismic local zonation-theory to practice.Beijing:Science Press,1989:141-153
[16]卢滔.响嘡台阵场地特征及其反应的分析[D].中国地震局工程力学研究所,2003:6-7Lu Tao.Characteristics and response analysis of xiangtang array site[D].Institute of Engineering Mechanics,ChinaSeismological Bureau,2003:6-7