桩-土-结构相互作用研究综述及展望
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摘要
鉴于桩-土-结构相互作用对结构物的动力特性及地震响应的影响,对国内外桩-土-结构相互作用研究历史和现状进行了总结。介绍了国内外桩-土-结构相互作用的四大类研究方法:震害调查、数值方法、理论分析方法和试验方法,并分析了各优缺点及存在的主要问题。最后指出接触面本构模型的完善、计算方法的改进、数值分析与试验相结合、震害调查和原型观测资料的收集、空间分析模型研究是桩-土-结构相互作用问题研究的发展方向。
In consideration of the influence of pile soil structure interaction on the dynamic properties and seismic response of structure,a summary is made on the former and current researches on pile soil structure interaction(PSSI) at home and aboard.Four major types of research methods for PSSI,the seismic damage investigation,numerical method,theoretical analysis method and the experimental method,as well as their strengths and weaknesses and related problems are reviewed.It is pointed out that the perfection of interface constitutive model,the improvement of computational method,and the combination of numerical analysis with experimental study,the seismic damage investigation and collection of prototype measurement data,and the spatial analysis model research are the trend of further research on PSSI.
In consideration of the influence of pile soil structure interaction on the dynamic properties and seismic response of structure,a summary is made on the former and current researches on pile soil structure interaction(PSSI) at home and aboard.Four major types of research methods for PSSI,the seismic damage investigation,numerical method,theoretical analysis method and the experimental method,as well as their strengths and weaknesses and related problems are reviewed.It is pointed out that the perfection of interface constitutive model,the improvement of computational method,and the combination of numerical analysis with experimental study,the seismic damage investigation and collection of prototype measurement data,and the spatial analysis model research are the trend of further research on PSSI.
引文
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[16]王贻荪.半无限体表面在竖向集中谐和力作用下表面竖向位移的精确解[J].力学学报,1980(4):386-391.
[17]Iguchi M,Luco J E.Dynamic response of flexible rec-tangular foundations[J].Earthquake Engineering andStructural Dynamics,1981,10(3):239-249.
[18]Futaki M.Experiments about seismic Performance ofReinforced Earth Retaining Wall[A].In:Proc.11thWCEE,1996,1083.
[19]Nasuda T,Akino K,Toshio Y.A Dynamic Model Testand Analysis of A Steel Pipe Piled Well Foundation[A].In:Proc.11th WCEE,l996,1085.
[20]Cheung Y K,Zienkiewicz O C.Plate and Tanks on E-lastic Foundation and Application of Finite ElementMethod[J].Int.J.Solids Struct,1965,1(3):451-46l.
[21]Peizien J.Seismic Analysis of Bridges on Long Piles[J].J.Engng.Mech.Div.ASCE.1964.90(EM)3:1237-1244.
[22]Smith W.A Non-reflecting Plane Boundary for WavePropagation Problems[J].Jour Comp Phys.,1973,15(1):492-503.
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[27]王开顺.土与结构相互作用地震反应研究及实用计算[J].建筑结构学报,1986,7(2):64-76.
[28]林皋.中国地震工程研究进展[M].北京:地震出版社,1992.
[29]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.
[30]林皋.土-结构动力相互作用[J].世界地震工程,1991(1):4-21.
[31]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.
[32]窦立军,杨柏坡,刘光和.土-结构动力相互作用几个实际应用问题[J].世界地震工程,1999,15(4):62-68.
[33]李辉.土-结动力相互作用[D].重庆:重庆建筑大学,1999.
[34]陈跃庆,吕西林,李培振.分层土—基础—高层框架结构相互作用体系振动台模型试验研究[J].地震工程与工程振动,2001,21(3):104-112.
[35]吕西林,陈跃庆.高层建筑结构—地基动力相互作用效果的振动合试验对比研究[J].地震工程与工程振动,2002,22(2):42-48.
[36]吕西林,陈跃庆,陈波.结构一地基动力相互作用体系振动台模型试验研究[J].地震工程与工程振动,2000,20(4):20-29.
[37]徐志英,施善云.土与地下结构动力相互作用的大型振动台试验与计算[J].岩土工程学报,1993,l5(4):1-7.
[38]楼梦麟,王文剑,马恒春.土-桩-结构相互作用体系的振动台模型试验[J].同济大学学报,2001,29(7):763-768.
[39]陈波,吕西林,李培振.用ANSYS模拟结构—地基动力相互作用振动台试验的建模方法[J].地震工程与工程振动,2002,22(1):126-131.
[40]Nogami T.Soil-Pile Interaction Model for Earth-quake Response Analysis of Offshore PileFoundations[A].In:2nd Int Conf 0n Recent Ad-vances Geotech Eng and Soil Dyn.St.Louis,1991,2133-2137.
[41]Natlock H,Reese L.Generalized solutions for later-ally loaded piles[J].Soil Mechanics and Founda-tion Div.ASCE,1960,86(5):63-91.
[42]Davisson M,Gill H.Laterally loaded piles in a lay-ered system[J].Soil Mechanics and FoundationDiv.ASCE,1963,89(5):63-94.
[43]陈清军,姜文辉,楼梦麟.群桩基础三维非线性地震反应分析[J].振动与冲击,2003,22(3):98-102.
[44]刘勇生.桥梁结构抗震研究的文献综述[J].世界地震工程,1992,10(1):48-55.
[45]winkler E.In die lehre von der elastizitat and fes-tigkeit[M].Prague:Domonicus,1867:182.
[46]Goodmanr E,Taylor R L,Brekke T L.A model forthe mechanics of jointed rock[J].Journal of theSoil Mechanics and Foundations Division.ASCE,1968,94(3):637-659.
[47]Desai C S,Drumm E C,Zaman MM.Cyclic testingand modeling of interfaces[J].Journal of Geotech-nical Engineering.ASCE,1985,111(6):793-815.
[48]Katona M G.Simple contact-friction interface ele-ment with applications to buried culverts[J].Inter-national Journal for Numerical and Analytical Meth-ods in Geomechanics,1982,7:371-384.
[2]门玉明,黄义.土—结构动力相互作用问题的研究现状及展望[J].力学与实践,2000,22(4):l-7.
[3]wblf J P.土—结构动力相互作用[M].吴世明,译.北京:地震出版社,1989.
[4]熊建国.土—结构动力相互作用问题的新进展(Ⅱ)[J].世界地震工程,1992,4:17-25.
[5]Meyerhof GG.Some recent foundation research and its ap-plication to design[J].Struct.Engr,1953(3l):15l-167.
[6]Chamecki S.Structural rigidity in calculating settle-ments.J.Soil Mech.and Found[J].Div.ASCE,1956(82):SMl.1-9.
[7]GB 5001l-2001,建筑抗震设计规范[S].
[8]Grosshof H.Influence of flexural rigidity of superstruc-ture on the distribution of contact pressure and bendingmoments of an elastic combined footing[J].Proc.4thICSMFE.London,1957(1):300-306.
[9]Paramelee R A.Building-foundation interaction effects[J].J.Engineering Mechanics Div,ASCE,1967,93(2):131-152.
[10]Chopra A K,Perumalswami P R.Dam foundation in-teraction during earthquake[A].Pro.4th WCEE[C].Santiago,Chile,1969.
[11]Lysmer J,Wass G.Shearwaves in plane infinite struc-tures[J].Eng.Mech.Div.,ASCE,1972,98(1):85-105.
[12]Kausel E.Forced vibrations of circular foundation onlayered media[R].Tech.Rep.Res.Rep,R74-11,Dept.of Civil Eng.MIT,Cambridge,Mass,1974.
[13]Luco J E.Vibrations of a rigid disc on a layered visco-elastic media[J].Nuclear Eng.Des.,1976,36(3):325-340.
[14]Dasgupta S P,Kameswara N,Rao S V.Dynamics ofrectangular footings byfinite elements[J].J.Geotech.Eng.Div.,ASCE,1978,104(5):621-637.
[15]Dominguez J.Dynamic stiffness of rectangular founda-tions[R].Tech.Rep.R78-20,Dept.of Civil Eng.MIT,Cambridge,Mass,1978.
[16]王贻荪.半无限体表面在竖向集中谐和力作用下表面竖向位移的精确解[J].力学学报,1980(4):386-391.
[17]Iguchi M,Luco J E.Dynamic response of flexible rec-tangular foundations[J].Earthquake Engineering andStructural Dynamics,1981,10(3):239-249.
[18]Futaki M.Experiments about seismic Performance ofReinforced Earth Retaining Wall[A].In:Proc.11thWCEE,1996,1083.
[19]Nasuda T,Akino K,Toshio Y.A Dynamic Model Testand Analysis of A Steel Pipe Piled Well Foundation[A].In:Proc.11th WCEE,l996,1085.
[20]Cheung Y K,Zienkiewicz O C.Plate and Tanks on E-lastic Foundation and Application of Finite ElementMethod[J].Int.J.Solids Struct,1965,1(3):451-46l.
[21]Peizien J.Seismic Analysis of Bridges on Long Piles[J].J.Engng.Mech.Div.ASCE.1964.90(EM)3:1237-1244.
[22]Smith W.A Non-reflecting Plane Boundary for WavePropagation Problems[J].Jour Comp Phys.,1973,15(1):492-503.
[23]Ahmad S,Benerjel P K.Multi domain boundary ele-ment method for the dimensional problems in elasticdynamics[J].Int.J.Numer.Methods in Eng.,1988,26(4):891-991.
[24]Bernal D.Youseff A.A hybrid time-frequency domainformulation for nonlinear soil-structureinteraction[J].Earthquake engineering and structuraldynamics,1998,27(6):670-685.
[25]职洪涛,俞载道,曹国敖.基础提高、滑移对多层房屋地震反应影响分析[J].同济大学学报,1998,26(4):367-371.
[26]Nasuda T,Akino K,Izumi M.Embedment Effect Teston Soil-Structure Interaction[A].11th SMIRT,KolK1,1991,111-116.
[27]王开顺.土与结构相互作用地震反应研究及实用计算[J].建筑结构学报,1986,7(2):64-76.
[28]林皋.中国地震工程研究进展[M].北京:地震出版社,1992.
[29]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.
[30]林皋.土-结构动力相互作用[J].世界地震工程,1991(1):4-21.
[31]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.
[32]窦立军,杨柏坡,刘光和.土-结构动力相互作用几个实际应用问题[J].世界地震工程,1999,15(4):62-68.
[33]李辉.土-结动力相互作用[D].重庆:重庆建筑大学,1999.
[34]陈跃庆,吕西林,李培振.分层土—基础—高层框架结构相互作用体系振动台模型试验研究[J].地震工程与工程振动,2001,21(3):104-112.
[35]吕西林,陈跃庆.高层建筑结构—地基动力相互作用效果的振动合试验对比研究[J].地震工程与工程振动,2002,22(2):42-48.
[36]吕西林,陈跃庆,陈波.结构一地基动力相互作用体系振动台模型试验研究[J].地震工程与工程振动,2000,20(4):20-29.
[37]徐志英,施善云.土与地下结构动力相互作用的大型振动台试验与计算[J].岩土工程学报,1993,l5(4):1-7.
[38]楼梦麟,王文剑,马恒春.土-桩-结构相互作用体系的振动台模型试验[J].同济大学学报,2001,29(7):763-768.
[39]陈波,吕西林,李培振.用ANSYS模拟结构—地基动力相互作用振动台试验的建模方法[J].地震工程与工程振动,2002,22(1):126-131.
[40]Nogami T.Soil-Pile Interaction Model for Earth-quake Response Analysis of Offshore PileFoundations[A].In:2nd Int Conf 0n Recent Ad-vances Geotech Eng and Soil Dyn.St.Louis,1991,2133-2137.
[41]Natlock H,Reese L.Generalized solutions for later-ally loaded piles[J].Soil Mechanics and Founda-tion Div.ASCE,1960,86(5):63-91.
[42]Davisson M,Gill H.Laterally loaded piles in a lay-ered system[J].Soil Mechanics and FoundationDiv.ASCE,1963,89(5):63-94.
[43]陈清军,姜文辉,楼梦麟.群桩基础三维非线性地震反应分析[J].振动与冲击,2003,22(3):98-102.
[44]刘勇生.桥梁结构抗震研究的文献综述[J].世界地震工程,1992,10(1):48-55.
[45]winkler E.In die lehre von der elastizitat and fes-tigkeit[M].Prague:Domonicus,1867:182.
[46]Goodmanr E,Taylor R L,Brekke T L.A model forthe mechanics of jointed rock[J].Journal of theSoil Mechanics and Foundations Division.ASCE,1968,94(3):637-659.
[47]Desai C S,Drumm E C,Zaman MM.Cyclic testingand modeling of interfaces[J].Journal of Geotech-nical Engineering.ASCE,1985,111(6):793-815.
[48]Katona M G.Simple contact-friction interface ele-ment with applications to buried culverts[J].Inter-national Journal for Numerical and Analytical Meth-ods in Geomechanics,1982,7:371-384.
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