全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用：99美元
投递稿件

查看量下载量

相关文章

更多...

土体动力一维非线性本构关系剖析与评价

, PP. 147-157

Keywords: 非线性本构,分析方法,滞回阻尼比,探讨,研究进展

Full-Text   Cite this paper   Add to My Lib

Abstract:

土体动力一维非线性本构关系是场地及地基动力响应、土工数值分析的关键。回顾和总结了国内外的发展状况及研究进展,对其分析方法、等幅循环荷载到不规则荷载的扩展及应用规则、试验阻尼比的等效、滞回曲线形状等核心问题进行剖析、评价和探讨,并对各种模型的优缺点进行了比较和讨论,着重介绍了最近研究结果。最后指出未来发展方向及有待进一步研究的问题。

 References

[1]  何仲怡.本构理论[M].哈尔滨:哈尔滨工业大学,1999.
[2]  Masing G.Eigenspannungeu und verfertigung beim Messing.proceedings of the 2nd International Congress on Applied Mechanics[C].Zurich.1926.
[3]  Valanis K C.Atheory of viscoplas ticity withouta yield surface; Part II:Application to mechanical behaviour of metals[J].Archives of Mechanics,1971,23:535~551.
[4]  Idriss IM,Seed H B.Seismic response of horizontal soillayers[J].Soil Mechanics and Foundations Division,Proceedings of ASCE,1968,94(4):1003~1031.
[5]  Seed H B,Idriss IM.The in fluence of soil conditions on ground motions during earthquake[J].Journal of the Soil Mechanics and Foundation Engineering Division,ASCE,1969,94:93~137.
[6]  Whitman R,Roessett J,Dobry R,et al Accuracy of modal superposition forone-dmiensional amplification analysis.Proc.Intern.Conf on Micro-zonation for Safer Construction Research and Application[C].Washington:Seattle Science Press,1972.
[7]  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):117~137.
[8]  Theirs G R,Seed H B.Cyclic stress-s train characteristics of clay[J].Journal of the Soil Mechanics and Foundation Engineering Division,ASCE,1968,94(2):555~569.
[9]  张克绪,谢君斐.土动力学[M].北京:地震出版社,1989.
[10]  钱家欢,殷宗泽.土工原理与计算(第二版)[M].北京:中国水利水电出版社,1980.
[11]  李小军.非线性场地地震反应分析方法的研究[D].哈尔滨:国家地震局工程力学研究所,1993.
[12]  赵纪生,陶夏新.基于应变局部化原理的边坡稳定分析方法[J].工程力学增刊,2003,1062~1068.
[13]  赵纪生,陶夏新.局部加载条件下二维土质边坡稳定性的数值分析[J].岩土力学,2004,25(7):1063~1067.
[14]  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.
[15]  Rosenblueth E,Herrear I.Onakind of hysteretic damping[J].Journal of the Engineering Mechanics Division,ASCE,1964,90(4):37~47.
[16]  Newmark N M,Rosenbluth E A.Fundamen tals of earthquakeeng ineering[M].Prentice Hall Inc.,Englewood Cliffs,N.J.1971.163~192.
[17]  Pyke R.Nonlinear soil models for irregular cyclic loadings[J].Journal of the Geotechnical Engineering Division,ASCE,1979,105(6):715~725.
[18]  Iwan W D.Adistributed-element model for hysteresis and itssteady-state dynamic response[J].Journal of Applied Mechanics,ASME,1966,33:893~900.
[19]  Iwan W D.Onaclass of models for the yielding behavior of continuous and composite systems[J].Journal of Applied Mechanics,1967,34(3):612~617.
[20]  郑大同,王惠昌.循环荷载作用下土的非线性应力应变关系模型[J].岩土工程学报,1983,5(1):65~75.
[21]  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):65~72.
[22]  Hard in B O,Drnevich V P.Shearmodulus and damping in soil:measurement and parameter effects[J].Journal of the Soil Mechanics and Foundation Engineering Division,ASCE,1972a,98(6):603~624.
[23]  Hard in B O,Drnevich V P.Shearm odulus and damping in soil:design equations and curves[J].Journal of the Soil Mechanics and Foundation Engineering Division,ASCE,1972b,98(7):667~692.
[24]  Kondner R L.Hyperbolic stress-strain response:cohesive soils[J].Journal of the Soil Mechanics and Foundations Division,ASCE,1963,89(SM1):115~143.
[25]  Ramberg W,Osgood W.Description of stress strain curves by three parameters[R].Technical Note No.902,National Advisory Committee for Aeronautics,Washington,DC.1943.
[26]  Jennings P C.Periodic response of ageneral yielding structure[J].J.Engrg.Mech.Div.,ASCE,1964,90(2):131~166.
[27]  Hara A.Dynamic defomration characteristics of soils and seismic response analyses of the ground[D].Dissertation Submitted to the University of Tokyo,1980.
[28]  Martin P P.Nonlinearm ethod for dynamic analysis of ground response[D].Ph.D.Thesis,University of California,Berkeley,1975.
[29]  Chen Jianchu,Lysmer J ,Seed H B.Analysis of local variations in free field seismic ground motion[R].Berkeley,California:Report No.UCB /EERC-81/03,College of Engineering,University of Californ ia,1981.
[30]  Kagawa T.Shaking table tests and analysis of soil-stru cture systems[D].Ph.D.Dissertation,Univ.of Calif.,Berkeley,1978.
[31]  刘保健,谢定义.随机荷载下土动力特性测试分析法[M].北京:人民交通出版社,2000.
[32]  张克绪,王治琨,韩炜.基于非曼辛准则的土双曲线动弹塑性模型.第四届全国地震工程会议论文集[C].哈尔滨:中国地震学会地震工程专业委员会,中国建筑学会抗震防灾研究会,1994.
[33]  周胜平.等应变下饱和砂土动力特性的三轴试验研究[D].北京:铁道部建筑科学研究院,1988.
[34]  王志良,王余庆,韩清宇.不规则循环剪切荷载作用下土的粘弹塑性模型[J].岩土工程学报,1980,2(3):10~20.
[35]  大崎顺彦,原昭夫,清田芳治.地？振？解析のための土の？力学ツの提案と解析例[R].东京:日本地震工学ó1/2à ？演集,1978.697~704.
[36]  李广信.高等土力学[M].北京:清华大学出版社,2004.
[37]  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.
[38]  卢 滔.响？台阵场地特征及其反应的分析[D].哈尔滨:中国地震局工程力学研究所,2003.
[39]  张克绪,李明宰,王治琨.基于非Masing准则的土动弹塑性模型[J].地震工程与工程振动,1997,17(2):74~81.
[40]  栾茂田,林皋.土料非线性滞回本构模型的半解析半离散构造方法[J].大连理工大学学报,1992,32(6):694~701.
[41]  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].地震工程与工程振动,1994,14(1):30~35.
[42]  栾茂田.土动力非线性分析中的变参数 Ramberg-O sgood 本构模型[J].地震工程与工程振动,1992,12(2):69~78.
[43]  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):94~103.
[44]  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.
[45]  陈国兴,庄海洋.基于 D avidenkov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.
[46]  王志良,沈智刚,李相崧.用计算机联机实验系统进行土层地震反应分析[J].世界地震工程,1986,4:41~48.
[47]  赵纪生,陶夏新.基于损伤理论的多孔介质动力解析[J].湘潭矿业学院学报,2001,16(4):48~54.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133