土层地震反应分析的研究现状
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摘要
从确定性分析和不确定性分析两方面对土层地震反应分析的研究现状进行了系统总结。确定性分析以土层地震反应分析方法发展为顺序,介绍了等效线性化方法基本原理及其若干进展、非线性模型的构建形式及其发展状况;不确定性分析以土层地震反应分析为方法应用随机过程理论所作的假定为线索,介绍了随机过程理论在土层地震反应分析中的研究、应用及其进展。最后对土层地震反应分析的发展方向进行了分析和展望。
Research status on soil layer earthquake response analysis is summarized using deterministic analysis methods and undeterministic analysis methods.Deterministic analysis methods are introduced according to the order of development of the methods of soil layer earthquake response,the principle and some developments of equivalent linearization method are sketched,and the structure form and the development of nonlinear dynamic constitutive model is also introduced.Undeterministic analysis methods are introduced according to the hypothesis that the stochastic process can be applied expediently to soil layer earthquake response analysis.The stochastic process application to soil layer earthquake response analysis and the development are introduced.It is also pointed out the developing direction of the soil layer earthquake response analysis.
Research status on soil layer earthquake response analysis is summarized using deterministic analysis methods and undeterministic analysis methods.Deterministic analysis methods are introduced according to the order of development of the methods of soil layer earthquake response,the principle and some developments of equivalent linearization method are sketched,and the structure form and the development of nonlinear dynamic constitutive model is also introduced.Undeterministic analysis methods are introduced according to the hypothesis that the stochastic process can be applied expediently to soil layer earthquake response analysis.The stochastic process application to soil layer earthquake response analysis and the development are introduced.It is also pointed out the developing direction of the soil layer earthquake response analysis.
引文
[1]薄景山,李秀领,李山有.场地条件对地震动影响研究的若干进展[J].世界地震工程,2003,19(2):11-15.
[2]Idriss I M,Seed HB.Seismic response of horizonatal soil layers[J].Journal of the Soil Mechnaics and Foundation Division,ASCE,1968,94(SM4):1003-1031.
[3]廖振鹏,李小军.地表土层地震反应的等效线性化解法[C]//地震小区划(理论与实践).北京:地震出版社,1989:141-153.
[4]Idriss I M,Sun J.User’s manual for SHAKE91—A computer program for conducting equivalent linear seismic response analyses of horizontallylayered soil deposits:Center for Geotechnical Modeling[R].Department of Civil&Environmental Engineering,University of California,Davis,California,1992.
[5]李小军.一维土层地震反应线性化计算程序[A].地震小区划(理论与实践)[C].北京:地震出版社,1989,250-265.
[6]Bardet J P,Ichii K,Lin C H.EERA—Acomputer program for equivalent-linear earthquake site response analyses[R].Department of Civil En-gineering,University of Southern California,2000.
[7]齐文浩,薄景山.土层地震反应等效线性化方法综述[J].世界地震工程,2007,23(4):221-226.
[8]陈国兴,谢君斐,韩炜,等.土体地震反应分析的简化有效应力法[J].地震工程与工程振动,1995,15(2):52-61.
[9]刘海笑,王世水.改进的等效线性化计算模型及在结构海床耦合系统动力分析中的应用[J].中国港湾建设,2006,(1):12-15,42.
[10]Yoshid AN,Kobayashi S,Suetomi I,et al.Equivalent linear method considering frequency dependent characteristicsof stiffness and damping[J].Soil Dynamics and Earthquake Engineering,2002,22:205-222.
[11]姜通,邢海灵.水平土层地震反应分析考虑频率相关性的等效线性化方法[J].岩土工程学报,2007,29(2):218-224.
[12]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.
[13]Assimaki D,Kausel E.An equivalent linear algorithmwith frequency and pressure-dependent moduli and damping for the seismic analysis of deepsites[J].Soil Dynamics and Earthquake Engineering,2002,22:959-965.
[14]李小军,廖振鹏.土应力应变关系的粘-弹-塑模型[J].地震工程与工程震动,1989,9(3):65-72.
[15]张克绪,谢君斐.土动力学[M].北京:地震出版社,1989.
[16]Pyke R.Nonlinear soil models for irregular cyclic loading[J].Journal of the Geotechnical Engineering Division,ASCE,1979,105(6):715-726.
[17]王志良,韩清宇.粘弹塑性土层地震反应的波动分析方法[J].地震工程与工程震动,1981,1(1):117-137.
[18]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):90-94.
[19]李小军,廖振鹏,张克绪.考虑阻尼拟合的动态骨架曲线函数式[J].地震工程与工程震动,1994,14(1):30-35.
[20]栾茂田.土动力非线性分析中的变参数Ramberg-Osgood本构模型[J].地震工程与工程震动,1992,12(2):69-78.
[21]栾茂田,林皋.土料非线性滞回本构模型的半截新半离散构造方法[J].大连理工大学学报,1992,32(6):695-701.
[22]栾茂田,林皋.场地地震反应非线性分析的有效时域算法[J].大连理工大学学报,1994,34(2):228-234.
[23]陈学良.土体动力特性、复杂场地非线性地震反应及其方法研究[D].哈尔滨:中国地震局工程力学研究所,2006.
[24]Martin P P,Seed HB.One dimensional dynamic ground response analysis[J].Journal of geotechnical engineering.ASCE,1982,108(7):935-954.
[25]陈国兴,庄海洋.基于Davidenkov骨架曲线的土体动力本构关系及其参数研究[J].岩土工程学报,2005,27(8):860-864.
[26]张克绪,李明宰,王治琨.基于非曼辛准则的土动弹塑性模型[J].地震工程与工程震动,1997,17(2):74-81.
[27]Iwan W D.On a class of models for the yielding behavior of continuous and composite system[J].ASME,J of Applied Mechanics,1967,34(3):612-627.
[28]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,1985,5(1):65-76.
[29]符圣聪,汪静贝.Iwan模型用于场址动力分析[J].地震工程与工程震动,1984,4(3):48-59.
[30]Lakin TJ.DENSOR98—A computer program for seismic analysis of nonlinear horizontal soil layers[R],The University of Auckland,NewZeal-and,1998.
[31]蔡袁强,柳伟,徐长节,等.基于修正Iwan模型的软黏土动应力-应变关系研究[J].岩土工程学报,2007,29(9):1314-1319.
[32]Housner G W.Characteristics of Strong Motion of Earthquakes.BSSA,1947,37(1):19-31.
[33]曾心传,秦小军.土层对地震的随机反应分析[J].地震工程与工程震动,1998,18(3):27-39.
[34]Han Guocheng,Wu Zaiguang and Lin Gao.The analysis of randomseismic response of nonlinear viscous soil layers[C].Euro-China Joint Semineron Earthquake Engineering,Beijing,1986.
[35]吴再光,韩国城,林皋.非线性土层平稳随机地震反应分析的等价线性化法[J].水利学报,1988,8:68-73.
[36]吴再光,韩国城,林皋.非线性土层随机地震反应的概率平均等价线性化法[J].岩土工程学报,1989,11(4):9-16.
[37]吴再光,林皋,韩国城.水平成层地基非平稳随机地震反应分析[J].土木工程学报,1992,25(3):60-67.
[38]陈原.非线性工程场地随机地震反应分析[J].山西建筑,2006,32(16):58-59.
[39]周爱红,袁颖,张鸿儒,等.基于ANSYS二次开发技术的土层随机地震反应分析[J].煤炭学报,2007,32(11):1175-1178.
[40]王春玲,黄义.剪切模量是幂函数的成层土的地震随机反应[J].应用力学学报,2004,21(2):22-26.
[41]门玉明,黄义,刘增荣.场地土的随机地震反应分析[J].工程地质学报,2001,9(1):68-73.
[42]黄义,王春玲,曹彩芹.成层地基一维土层对地震的随机反应分析[J].世界地震工程,2004,20(1):126-132.
[43]陈达钦.场地地震响应随机动力可靠性分析[J].力学季刊,2001,22(2):228-233.
[44]门明玉,黄义.土层随机地震反应的动力可靠度计算[J].长安大学学报,2002,22(3):6-8.
[2]Idriss I M,Seed HB.Seismic response of horizonatal soil layers[J].Journal of the Soil Mechnaics and Foundation Division,ASCE,1968,94(SM4):1003-1031.
[3]廖振鹏,李小军.地表土层地震反应的等效线性化解法[C]//地震小区划(理论与实践).北京:地震出版社,1989:141-153.
[4]Idriss I M,Sun J.User’s manual for SHAKE91—A computer program for conducting equivalent linear seismic response analyses of horizontallylayered soil deposits:Center for Geotechnical Modeling[R].Department of Civil&Environmental Engineering,University of California,Davis,California,1992.
[5]李小军.一维土层地震反应线性化计算程序[A].地震小区划(理论与实践)[C].北京:地震出版社,1989,250-265.
[6]Bardet J P,Ichii K,Lin C H.EERA—Acomputer program for equivalent-linear earthquake site response analyses[R].Department of Civil En-gineering,University of Southern California,2000.
[7]齐文浩,薄景山.土层地震反应等效线性化方法综述[J].世界地震工程,2007,23(4):221-226.
[8]陈国兴,谢君斐,韩炜,等.土体地震反应分析的简化有效应力法[J].地震工程与工程振动,1995,15(2):52-61.
[9]刘海笑,王世水.改进的等效线性化计算模型及在结构海床耦合系统动力分析中的应用[J].中国港湾建设,2006,(1):12-15,42.
[10]Yoshid AN,Kobayashi S,Suetomi I,et al.Equivalent linear method considering frequency dependent characteristicsof stiffness and damping[J].Soil Dynamics and Earthquake Engineering,2002,22:205-222.
[11]姜通,邢海灵.水平土层地震反应分析考虑频率相关性的等效线性化方法[J].岩土工程学报,2007,29(2):218-224.
[12]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.
[13]Assimaki D,Kausel E.An equivalent linear algorithmwith frequency and pressure-dependent moduli and damping for the seismic analysis of deepsites[J].Soil Dynamics and Earthquake Engineering,2002,22:959-965.
[14]李小军,廖振鹏.土应力应变关系的粘-弹-塑模型[J].地震工程与工程震动,1989,9(3):65-72.
[15]张克绪,谢君斐.土动力学[M].北京:地震出版社,1989.
[16]Pyke R.Nonlinear soil models for irregular cyclic loading[J].Journal of the Geotechnical Engineering Division,ASCE,1979,105(6):715-726.
[17]王志良,韩清宇.粘弹塑性土层地震反应的波动分析方法[J].地震工程与工程震动,1981,1(1):117-137.
[18]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):90-94.
[19]李小军,廖振鹏,张克绪.考虑阻尼拟合的动态骨架曲线函数式[J].地震工程与工程震动,1994,14(1):30-35.
[20]栾茂田.土动力非线性分析中的变参数Ramberg-Osgood本构模型[J].地震工程与工程震动,1992,12(2):69-78.
[21]栾茂田,林皋.土料非线性滞回本构模型的半截新半离散构造方法[J].大连理工大学学报,1992,32(6):695-701.
[22]栾茂田,林皋.场地地震反应非线性分析的有效时域算法[J].大连理工大学学报,1994,34(2):228-234.
[23]陈学良.土体动力特性、复杂场地非线性地震反应及其方法研究[D].哈尔滨:中国地震局工程力学研究所,2006.
[24]Martin P P,Seed HB.One dimensional dynamic ground response analysis[J].Journal of geotechnical engineering.ASCE,1982,108(7):935-954.
[25]陈国兴,庄海洋.基于Davidenkov骨架曲线的土体动力本构关系及其参数研究[J].岩土工程学报,2005,27(8):860-864.
[26]张克绪,李明宰,王治琨.基于非曼辛准则的土动弹塑性模型[J].地震工程与工程震动,1997,17(2):74-81.
[27]Iwan W D.On a class of models for the yielding behavior of continuous and composite system[J].ASME,J of Applied Mechanics,1967,34(3):612-627.
[28]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,1985,5(1):65-76.
[29]符圣聪,汪静贝.Iwan模型用于场址动力分析[J].地震工程与工程震动,1984,4(3):48-59.
[30]Lakin TJ.DENSOR98—A computer program for seismic analysis of nonlinear horizontal soil layers[R],The University of Auckland,NewZeal-and,1998.
[31]蔡袁强,柳伟,徐长节,等.基于修正Iwan模型的软黏土动应力-应变关系研究[J].岩土工程学报,2007,29(9):1314-1319.
[32]Housner G W.Characteristics of Strong Motion of Earthquakes.BSSA,1947,37(1):19-31.
[33]曾心传,秦小军.土层对地震的随机反应分析[J].地震工程与工程震动,1998,18(3):27-39.
[34]Han Guocheng,Wu Zaiguang and Lin Gao.The analysis of randomseismic response of nonlinear viscous soil layers[C].Euro-China Joint Semineron Earthquake Engineering,Beijing,1986.
[35]吴再光,韩国城,林皋.非线性土层平稳随机地震反应分析的等价线性化法[J].水利学报,1988,8:68-73.
[36]吴再光,韩国城,林皋.非线性土层随机地震反应的概率平均等价线性化法[J].岩土工程学报,1989,11(4):9-16.
[37]吴再光,林皋,韩国城.水平成层地基非平稳随机地震反应分析[J].土木工程学报,1992,25(3):60-67.
[38]陈原.非线性工程场地随机地震反应分析[J].山西建筑,2006,32(16):58-59.
[39]周爱红,袁颖,张鸿儒,等.基于ANSYS二次开发技术的土层随机地震反应分析[J].煤炭学报,2007,32(11):1175-1178.
[40]王春玲,黄义.剪切模量是幂函数的成层土的地震随机反应[J].应用力学学报,2004,21(2):22-26.
[41]门玉明,黄义,刘增荣.场地土的随机地震反应分析[J].工程地质学报,2001,9(1):68-73.
[42]黄义,王春玲,曹彩芹.成层地基一维土层对地震的随机反应分析[J].世界地震工程,2004,20(1):126-132.
[43]陈达钦.场地地震响应随机动力可靠性分析[J].力学季刊,2001,22(2):228-233.
[44]门明玉,黄义.土层随机地震反应的动力可靠度计算[J].长安大学学报,2002,22(3):6-8.
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