土-桩-结构动力相互作用理论研究综述
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摘要
对地震下土-桩-结构相互作用的这一热点问题的理论研究作了系统总结.总结了土?桩?结构动力相互作用研究的发展过程,讨论了各种研究方法的特点及其适用范围,并针对某些理论研究思路及现状加以评述,可供此领域的研究工作者参考.
Based on lots of documents,the systematic summary is proposed as reference for researchers of the research of seismic soil-pile-superstructure interaction,which is the important and hot study topic in the field of engineering with some remarks about its current research situation.
Based on lots of documents,the systematic summary is proposed as reference for researchers of the research of seismic soil-pile-superstructure interaction,which is the important and hot study topic in the field of engineering with some remarks about its current research situation.
引文
[1]Penzien J,Scheffy C,Parmelee R.Seismic Analysis of Bridges on Long Piles[J].ASCE,1964,90(3):223-254.
[2]Veletsos A S,Verbic B.Vibration of Viscoelastic Foundations[J].Earthquake Engineering and Structural Dynamics,1973,2(1):87-102.
[3]Novak M.Dynamic Stiffness and Damping of Piles[J].Can Geotech J,1974(2):574-598.
[4]Novak M.Dynamic Stiffness and Damping of Piles[J].Can Geotech J,1974,(2):574-598.
[5]Novak M.Beredugo YO Veritical vibration of embedded footings[J].J of Soil Mechanics&Foundation Divisions,ASCE,1972,98:1 291-1 310.
[6]Reese L C.Generalized anslysis of pile foundations[J].J of Soil Mechanics&Foundation Divisions,ASCE,1970,96(SM1):235-250.
[7]孙剑平,朱晞.桩基础桥梁的土-结构动力相互作用[J].铁道学报,2001,23(2):65-69.
[8]孙利民,张晨南,潘龙,等.桥梁桩土相互作用集中质量模型及参数确定[J].同济大学学报,2002,30(4):9-15.
[9]肖晓春,林皋,迟世春.桩-土-结构动力相互作用的分析模型与方法[J].世界地震工程,2002,(4):123-130.
[10]伍小平.砂土-桩-结构相互作用振动台试验研究[D].上海:同济大学,2002.
[11]蒯行成,沈蒲生.层状介质中群桩水平动力阻抗的简化计算方法[J].振动工程学报,1998,11(3):258-264.
[12]Mylonakis G,Gazetas G..Settlement and additional internal force of grouped piles in layered soil[J].Geotechnique,1998,48(1):55-72.
[13]Shen W Y,Chow Y K,Yonn K Y.Variational solution for vertically loaded pile groups in an elastic half-pace[J].Geotechnique,1999,49(2):199-213.
[14]孙剑平.桩基础桥梁土-结构动力相互作用及其地震控制[D].北京:北方交通大学,2000.
[15]池跃君,沈伟,宋二祥.桩体复合地基桩、土相互作用的解析法[J].岩土力学,2002,23(5):46-50.
[16]韦晓,范立础,王君杰.考虑桩-土-桥梁结构相互作用振动台试验研究[J].土木工程学报,2002,(4):37-43.
[17]凌贤长,王东升.液化场地桩-土-桥梁结构动力相互作用振动台试验研究进展[J].地震工程与工程振动,2002,(4):32-35.
[18]熊仲明,王社良,李小健,等.统一强度理论在湿陷性黄土-桩-上部结构共同作用分析中的应用[J].土木工程学报,2005,38(9):3-6.
[19]钱德玲,赵元一,王东坡.桩-土-结构体系动力相互作用的试验研究[J].上海交通大学学报,2005,(11):45-52.
[20]熊仲明,赵鸿铁.高层结构-桩-土共同作用的地震反应分析[J].世界地震工程,2002,18(2):99-104.
[21]范存新,陈镕,薛松涛.桩-土-结构相互作用对高层建筑顺风向风振响应的影响[J].岩石力学与工程学报,2004,(12):284-288.
[22]孙树民.土-结构动力相互作用研究进展[J].中国海洋平台,2001,16(5):31-37.
[23]邓利民,卢玲,孙金宇.桩、土动力相互作用的简便积分方程法[J].辽宁工程技术大学学报,2000,19(3):275-277.
[24]俞载道,付公康.桩-土-高层框剪结构动力相互作用分析[J].同济大学学报,1984,(1):66-79.
[25]范存新,陈镕,薛松涛.桩-土-结构相互作用对高层建筑顺风向风振响应的影响[J].岩石力学与工程学报,2004,23(12):2 078-2 084.
[26]梁青槐.土-结构动力相互作用数值分析方法的评述[J].北方交通大学学报,1997,21(6):690-694.
[27]俞载道,付公康.桩-土-高层框剪结构动力相互作用分析[J].同济大学学报,1984,(1):66-79.
[28]Maheshwari B K,Truman K Z,El Naggar M H,et al.Three-dimensional nonlinear analysis forseismic湖南城市学院学报(自然科学版)2006年第3期soil-pile-structure interaction[J].Soil Dynamicsand Earthquake Engineering,2004,24(4):343-356.
[29]徐自国,宋二祥.刚性桩复合地基抗震性能的有限元分析[J].岩土力学,2004,25(2):179-184.
[30]Matlock H.Correlations for design of laterally loaded piles in soft clay[C]//Proceedings of the 2nd Annual Offshore Technology Conference.Houston,Texas:[s.n.],1970.577–594.
[31]EI Naggar,Novak M.Nonlinear Analysis for Dynamic Laterally Loaded Piles Response[J].Soil Dyn Earthquake Eng,1996,15(4):2 378-2 392.
[32]Nogami,OtaniJ,KonagaiK.Nonlinear soil pile interaction model for dynamic lateral motion[J].Journal of Geotechnical Engineering,ASCE,1992,118(1):89-106.
[33]Arulnathan R,Boulanger R W,Riemer M F.Analysis of bender element tests[J].Geotechnical Testing Journal,ASTM,1998,21(2):120-131.
[34]Kraft L M,Ray R P,Kagawa T.Theoreticalt-zcurves[J].J Geotech Engrg Div,ASCE,1981,107(11):1 543-1 561.
[35]陈熙之.桩-土-结构-水体系相互作用的弹塑性地震反应分析[J].计算力学学报,1985,(1):4-9.
[36]范立础,袁万城,胡世德.上海南浦大桥纵向地震反应分析[J].土木工程学报,1992,(3):5-11.
[37]朱晞.桩基桥墩考虑土与结构相互作用抗震计算方法的研究[J].铁道学报,1992,(4):22-25.
[38]Lysmer J.土动力学的分析方法[C]//伊德里斯IM,等.地震工程与土动力问题译文集.谢君斐译.北京:地震出版社,1985.
[39]Hetenyi M.Beams on Elastic Foundation[M].Michigan:Ann Arbor University of MichiganPress,1946.
[40]Nogami T.Soil-pile interaction model for earthquake response analysis of off shorepile foundations[C]//Proceedings of 2th International Conference on Recent Advances in Geotecnical Earthquake Engineering and Soil Dynamic.Vol.3.Missouri:ST Louis,1991.
[41]Novak M,Nogami T,Aboul-Ella F.Dynamic soil reaction for plainstrain case[J].Journal of the Engineering Mechanics Division,ASCE,1978,104(EM4):953-959.
[42]周抚生,李春龙.考虑桩土动力相互作用效应时单桩水平刚度的分析[J].大庆石油学院学报,1999,23(1):67-70.
[43]Blaney G W,Kausel E.Dynamic stiffness of piles[C]//Proc 2nd Int Conf on Num Methods in Geomech.Virginia:Blacksburg,1976,2,1 001-1 012.
[44]Rosset J M,Angelides D.Dynmaic stiffness of piles[C]//Numerical Methods in OffshorePiling,ICE.England:London,1981:75-81.
[45]Chai J C,Miura N,Bergado D T.Behavior of vertical drainim-proved subsoil under embankment loading[J].Soils and Foundations,1995(4):49-61.
[46]范敏,解明雨,邬瑞锋.土-桩-结构相互作用体系的非线性地震反应分析[J].地震工程与工程振动,1985,(3):37-43.
[47]廖振鹏,黄孔亮.透射边界的一个推广[J].科学通报,1984,(5):29-33.
[48]Banerjee P K,Stipho A S,Yousif N B.A theoretical and experiment alinvestigation of the behavior of anisotropically consolidated clay[C]//Banerjee P K,Butterfield R ed.Developments in Soil Mechanicsand Foundation Engineering(2).UK:Elsevier,1985.1-42.
[49]Mamoon S M,Kaynia A M,Banerjee P K.Frequency domain dynamic of analysis of piles and pile groups[J].Journal of Engineering Mechanics,1990,116(10):2 237-2 257.
[50]陈素文,严士超.结构-桩-土的地震反应分析[J].工业建筑,2000,30(2):44-46.
[51]陈国兴,谢君斐,张克绪.桩和群桩的静力及动力阻抗(上)[J].世界地震工程,1995,11(2):45-50.
[52]陈国兴,谢君斐,张克绪.桩和群桩的静力及动力阻抗(下)[J].世界地震工程,1995,11(4):35-42.
[2]Veletsos A S,Verbic B.Vibration of Viscoelastic Foundations[J].Earthquake Engineering and Structural Dynamics,1973,2(1):87-102.
[3]Novak M.Dynamic Stiffness and Damping of Piles[J].Can Geotech J,1974(2):574-598.
[4]Novak M.Dynamic Stiffness and Damping of Piles[J].Can Geotech J,1974,(2):574-598.
[5]Novak M.Beredugo YO Veritical vibration of embedded footings[J].J of Soil Mechanics&Foundation Divisions,ASCE,1972,98:1 291-1 310.
[6]Reese L C.Generalized anslysis of pile foundations[J].J of Soil Mechanics&Foundation Divisions,ASCE,1970,96(SM1):235-250.
[7]孙剑平,朱晞.桩基础桥梁的土-结构动力相互作用[J].铁道学报,2001,23(2):65-69.
[8]孙利民,张晨南,潘龙,等.桥梁桩土相互作用集中质量模型及参数确定[J].同济大学学报,2002,30(4):9-15.
[9]肖晓春,林皋,迟世春.桩-土-结构动力相互作用的分析模型与方法[J].世界地震工程,2002,(4):123-130.
[10]伍小平.砂土-桩-结构相互作用振动台试验研究[D].上海:同济大学,2002.
[11]蒯行成,沈蒲生.层状介质中群桩水平动力阻抗的简化计算方法[J].振动工程学报,1998,11(3):258-264.
[12]Mylonakis G,Gazetas G..Settlement and additional internal force of grouped piles in layered soil[J].Geotechnique,1998,48(1):55-72.
[13]Shen W Y,Chow Y K,Yonn K Y.Variational solution for vertically loaded pile groups in an elastic half-pace[J].Geotechnique,1999,49(2):199-213.
[14]孙剑平.桩基础桥梁土-结构动力相互作用及其地震控制[D].北京:北方交通大学,2000.
[15]池跃君,沈伟,宋二祥.桩体复合地基桩、土相互作用的解析法[J].岩土力学,2002,23(5):46-50.
[16]韦晓,范立础,王君杰.考虑桩-土-桥梁结构相互作用振动台试验研究[J].土木工程学报,2002,(4):37-43.
[17]凌贤长,王东升.液化场地桩-土-桥梁结构动力相互作用振动台试验研究进展[J].地震工程与工程振动,2002,(4):32-35.
[18]熊仲明,王社良,李小健,等.统一强度理论在湿陷性黄土-桩-上部结构共同作用分析中的应用[J].土木工程学报,2005,38(9):3-6.
[19]钱德玲,赵元一,王东坡.桩-土-结构体系动力相互作用的试验研究[J].上海交通大学学报,2005,(11):45-52.
[20]熊仲明,赵鸿铁.高层结构-桩-土共同作用的地震反应分析[J].世界地震工程,2002,18(2):99-104.
[21]范存新,陈镕,薛松涛.桩-土-结构相互作用对高层建筑顺风向风振响应的影响[J].岩石力学与工程学报,2004,(12):284-288.
[22]孙树民.土-结构动力相互作用研究进展[J].中国海洋平台,2001,16(5):31-37.
[23]邓利民,卢玲,孙金宇.桩、土动力相互作用的简便积分方程法[J].辽宁工程技术大学学报,2000,19(3):275-277.
[24]俞载道,付公康.桩-土-高层框剪结构动力相互作用分析[J].同济大学学报,1984,(1):66-79.
[25]范存新,陈镕,薛松涛.桩-土-结构相互作用对高层建筑顺风向风振响应的影响[J].岩石力学与工程学报,2004,23(12):2 078-2 084.
[26]梁青槐.土-结构动力相互作用数值分析方法的评述[J].北方交通大学学报,1997,21(6):690-694.
[27]俞载道,付公康.桩-土-高层框剪结构动力相互作用分析[J].同济大学学报,1984,(1):66-79.
[28]Maheshwari B K,Truman K Z,El Naggar M H,et al.Three-dimensional nonlinear analysis forseismic湖南城市学院学报(自然科学版)2006年第3期soil-pile-structure interaction[J].Soil Dynamicsand Earthquake Engineering,2004,24(4):343-356.
[29]徐自国,宋二祥.刚性桩复合地基抗震性能的有限元分析[J].岩土力学,2004,25(2):179-184.
[30]Matlock H.Correlations for design of laterally loaded piles in soft clay[C]//Proceedings of the 2nd Annual Offshore Technology Conference.Houston,Texas:[s.n.],1970.577–594.
[31]EI Naggar,Novak M.Nonlinear Analysis for Dynamic Laterally Loaded Piles Response[J].Soil Dyn Earthquake Eng,1996,15(4):2 378-2 392.
[32]Nogami,OtaniJ,KonagaiK.Nonlinear soil pile interaction model for dynamic lateral motion[J].Journal of Geotechnical Engineering,ASCE,1992,118(1):89-106.
[33]Arulnathan R,Boulanger R W,Riemer M F.Analysis of bender element tests[J].Geotechnical Testing Journal,ASTM,1998,21(2):120-131.
[34]Kraft L M,Ray R P,Kagawa T.Theoreticalt-zcurves[J].J Geotech Engrg Div,ASCE,1981,107(11):1 543-1 561.
[35]陈熙之.桩-土-结构-水体系相互作用的弹塑性地震反应分析[J].计算力学学报,1985,(1):4-9.
[36]范立础,袁万城,胡世德.上海南浦大桥纵向地震反应分析[J].土木工程学报,1992,(3):5-11.
[37]朱晞.桩基桥墩考虑土与结构相互作用抗震计算方法的研究[J].铁道学报,1992,(4):22-25.
[38]Lysmer J.土动力学的分析方法[C]//伊德里斯IM,等.地震工程与土动力问题译文集.谢君斐译.北京:地震出版社,1985.
[39]Hetenyi M.Beams on Elastic Foundation[M].Michigan:Ann Arbor University of MichiganPress,1946.
[40]Nogami T.Soil-pile interaction model for earthquake response analysis of off shorepile foundations[C]//Proceedings of 2th International Conference on Recent Advances in Geotecnical Earthquake Engineering and Soil Dynamic.Vol.3.Missouri:ST Louis,1991.
[41]Novak M,Nogami T,Aboul-Ella F.Dynamic soil reaction for plainstrain case[J].Journal of the Engineering Mechanics Division,ASCE,1978,104(EM4):953-959.
[42]周抚生,李春龙.考虑桩土动力相互作用效应时单桩水平刚度的分析[J].大庆石油学院学报,1999,23(1):67-70.
[43]Blaney G W,Kausel E.Dynamic stiffness of piles[C]//Proc 2nd Int Conf on Num Methods in Geomech.Virginia:Blacksburg,1976,2,1 001-1 012.
[44]Rosset J M,Angelides D.Dynmaic stiffness of piles[C]//Numerical Methods in OffshorePiling,ICE.England:London,1981:75-81.
[45]Chai J C,Miura N,Bergado D T.Behavior of vertical drainim-proved subsoil under embankment loading[J].Soils and Foundations,1995(4):49-61.
[46]范敏,解明雨,邬瑞锋.土-桩-结构相互作用体系的非线性地震反应分析[J].地震工程与工程振动,1985,(3):37-43.
[47]廖振鹏,黄孔亮.透射边界的一个推广[J].科学通报,1984,(5):29-33.
[48]Banerjee P K,Stipho A S,Yousif N B.A theoretical and experiment alinvestigation of the behavior of anisotropically consolidated clay[C]//Banerjee P K,Butterfield R ed.Developments in Soil Mechanicsand Foundation Engineering(2).UK:Elsevier,1985.1-42.
[49]Mamoon S M,Kaynia A M,Banerjee P K.Frequency domain dynamic of analysis of piles and pile groups[J].Journal of Engineering Mechanics,1990,116(10):2 237-2 257.
[50]陈素文,严士超.结构-桩-土的地震反应分析[J].工业建筑,2000,30(2):44-46.
[51]陈国兴,谢君斐,张克绪.桩和群桩的静力及动力阻抗(上)[J].世界地震工程,1995,11(2):45-50.
[52]陈国兴,谢君斐,张克绪.桩和群桩的静力及动力阻抗(下)[J].世界地震工程,1995,11(4):35-42.
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