桩-土-结构动力相互作用研究现状与进展
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摘要
桩-土-结构动力相互作用研究是结构工程、岩土工程与地震工程的交叉研究领域。对这一专题的研究意义、国内外研究现状与发展动态进行了简要评述,对各种分析理论与计算方法进行了对比分析,探讨了研究中存在的主要问题,并提出解决问题的思路与建议。
The pile-soil-structure dynamics is a cross study domain of structural,geotechnical and seismic engineering.This paper briefly discusses the study significance,present status and development at home and abroad of the theme.At the same time,comparative analysis of various analysis theories and computa- tional methods is carried out and main problems existed in the study of dynamic interaction of pile-soil-struc- ture are discussed.Also,the idea and suggestions of solving these problems are proposed.
The pile-soil-structure dynamics is a cross study domain of structural,geotechnical and seismic engineering.This paper briefly discusses the study significance,present status and development at home and abroad of the theme.At the same time,comparative analysis of various analysis theories and computa- tional methods is carried out and main problems existed in the study of dynamic interaction of pile-soil-struc- ture are discussed.Also,the idea and suggestions of solving these problems are proposed.
引文
[1]陈云敏．桩基动力学及其工程应用[A]．刘汉龙．第六届全国土动力学学术会议论文集[C]．北京：中国建筑工业出版社，2002．60～66．
[2]Novak M.Dynamic stiffness and damping of piles[J].Canadian Geotechnical Journal,1974,(11):574～598.
[3]Novak M.Vertical vibration of floating piles[J].Journal of Engineering Mechanics Division,ASCE,1977,103(EM1):153～168.
[4]Novak M.Piles under dynamic loads[A].Proceedings of 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C].St.Louis,Missouri,1991,2433～2456.
[5]刘宗贤，李玉亭．桩基础在阻尼与分层弹性地基场地土波动影响下的横向地震反应分析[J]．地震工程与工程振动，1994，14(3)：47～59．
[6]王慧，杨光辉，张鸿儒．桩-土体系运动相互作用参数分析[J]．工程力学，1998，(增)：527～533．
[7]何玉敖．水平振动时的桩-土相互作用[J]．建筑结构学报，1981，(3)：63～74．
[8]Novak M.Dynamic impedance of piles[J].Canadian Geotechnical Journal,1974,10(4):486～497.
[9]Novak M.Soil-pile interaction[A].Proceedings of 6th World Conference on Earthquake Engineering[C].New Delhi,1977.486～497.
[10]Novak M.Aboul-Ella F.Impendance functions of piles in layered media[J].Journal of Geotechnical Engineering,ASCE,1978,104(6):643～661.
[11]Novak M,Sheta M.Approximate approach to contact effect of piles in dynamic response of pile[A].Proceedings of Geotechnical Engineering Division,ASCE National Convention[C].Florida,1980,53～79.
[12]Kondner R L.Hyperbolic stress strain response:cohesive soils[J].Journal of the Soil Mechanics and Foundation Engineering Division,ASCE,1963,89～96.
[13]Naggar E I,Novak M.Nonlinear model for dynamic axial pile response[J].Journal of Geotechnical Engineering,ASCE,1994,120(2):308～329.
[14]Gazetas G,Fan K,Kaynia A.Dynamic response of pile groups with different configuration[J].Soil Dynamics and Earthquake Engineering,1993,(12):239～257.
[15]Gazetas G.Simple methods for the seismic response of piles applied to soil-pile-bridge interaction[A].Proceedings of 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C].St.Louis,Missouri,1995.1547～1556.
[16]陈云敏，陈仁朋，朱斌．打桩过程中桩的横向振动分析[J]．振动工程学报，2001，14(2)：215～219．
[17]蒯行成，沈蒲生，陈军．一种用于桩基础动力相互作用的桩单元复刚度矩阵[J]．土木工程学报，1998，31(5)：48～55．
[18]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，1985，15(3)：6～12．
[19]Blaney G W.Dynamic stiffness of piles[A].Proceedings of 2nd International Conference on Numerical Method in Geomechanies[C].1976,Ⅱ.1001～1012.
[20]Berger E.Simplified method for evaluating soil-pilestructure interaction effects[A].Proceedings of 9th Offshore Technology Conference[C].1977.589～601.
[21]Kagawa T,Kraft L M.Seismic p-y response of flexible piles[J].Journal of the Geotechnical Engineering Division,ASCE,1980,106(GT8):965～978.
[22]Angelides D C,Roesset J M.Nonlinear lateral dynamic stiffness of piles[J].Journal of the Geotechnical Engineering Division,ASCE,1981,107(GT11):1015～1032.
[23]赵振东，傅铁铭．桩头侧向集中荷载作用下桩-土系统的非线性动力性能分析[J]．地震工程与工程振动，1997，17(3)：47～59．
[24]雷国辉，赵维炳，施建勇．锤击打入桩与土的共同作用分析[J]．河海大学学报，1999，27(2)：55～59．
[25]张崇文，赵剑明，张社荣．桩-土作用的动力非线性反应层元法[J]．岩土工程学报，1996，18(4)：1～10．
[26]姜忻良，黄艳，丁学成．相邻建筑物-桩基-土相互作用[J]．土木工程学报，1995，28(5)：32～37．
[27]肖晓春，迟世春，林皋．横向荷载作用下柔性桩桩-土相互作用的有限元分析[A]．栾茂田．第七届全国岩土力学数值分析与解析方法讨论会文集[C]．大连：大连理工大学出版社，2001．102～106．
[28]Kobayashi K,Yao S,Yoshida N.Dynamic compliance of pile group considering nonlinear behavior around piles[A].Proceedings of 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C].St.Louis,Missouri,1991.785～792.
[29]Nomura.Soil-pile-structure interaction during liquefaction[A].Proceedings of 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C].St.Louis,Missouri.1991.743～750.
[30]楼梦麟，王文剑，马恒春，等．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．
[2]Novak M.Dynamic stiffness and damping of piles[J].Canadian Geotechnical Journal,1974,(11):574～598.
[3]Novak M.Vertical vibration of floating piles[J].Journal of Engineering Mechanics Division,ASCE,1977,103(EM1):153～168.
[4]Novak M.Piles under dynamic loads[A].Proceedings of 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C].St.Louis,Missouri,1991,2433～2456.
[5]刘宗贤，李玉亭．桩基础在阻尼与分层弹性地基场地土波动影响下的横向地震反应分析[J]．地震工程与工程振动，1994，14(3)：47～59．
[6]王慧，杨光辉，张鸿儒．桩-土体系运动相互作用参数分析[J]．工程力学，1998，(增)：527～533．
[7]何玉敖．水平振动时的桩-土相互作用[J]．建筑结构学报，1981，(3)：63～74．
[8]Novak M.Dynamic impedance of piles[J].Canadian Geotechnical Journal,1974,10(4):486～497.
[9]Novak M.Soil-pile interaction[A].Proceedings of 6th World Conference on Earthquake Engineering[C].New Delhi,1977.486～497.
[10]Novak M.Aboul-Ella F.Impendance functions of piles in layered media[J].Journal of Geotechnical Engineering,ASCE,1978,104(6):643～661.
[11]Novak M,Sheta M.Approximate approach to contact effect of piles in dynamic response of pile[A].Proceedings of Geotechnical Engineering Division,ASCE National Convention[C].Florida,1980,53～79.
[12]Kondner R L.Hyperbolic stress strain response:cohesive soils[J].Journal of the Soil Mechanics and Foundation Engineering Division,ASCE,1963,89～96.
[13]Naggar E I,Novak M.Nonlinear model for dynamic axial pile response[J].Journal of Geotechnical Engineering,ASCE,1994,120(2):308～329.
[14]Gazetas G,Fan K,Kaynia A.Dynamic response of pile groups with different configuration[J].Soil Dynamics and Earthquake Engineering,1993,(12):239～257.
[15]Gazetas G.Simple methods for the seismic response of piles applied to soil-pile-bridge interaction[A].Proceedings of 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C].St.Louis,Missouri,1995.1547～1556.
[16]陈云敏，陈仁朋，朱斌．打桩过程中桩的横向振动分析[J]．振动工程学报，2001，14(2)：215～219．
[17]蒯行成，沈蒲生，陈军．一种用于桩基础动力相互作用的桩单元复刚度矩阵[J]．土木工程学报，1998，31(5)：48～55．
[18]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，1985，15(3)：6～12．
[19]Blaney G W.Dynamic stiffness of piles[A].Proceedings of 2nd International Conference on Numerical Method in Geomechanies[C].1976,Ⅱ.1001～1012.
[20]Berger E.Simplified method for evaluating soil-pilestructure interaction effects[A].Proceedings of 9th Offshore Technology Conference[C].1977.589～601.
[21]Kagawa T,Kraft L M.Seismic p-y response of flexible piles[J].Journal of the Geotechnical Engineering Division,ASCE,1980,106(GT8):965～978.
[22]Angelides D C,Roesset J M.Nonlinear lateral dynamic stiffness of piles[J].Journal of the Geotechnical Engineering Division,ASCE,1981,107(GT11):1015～1032.
[23]赵振东，傅铁铭．桩头侧向集中荷载作用下桩-土系统的非线性动力性能分析[J]．地震工程与工程振动，1997，17(3)：47～59．
[24]雷国辉，赵维炳，施建勇．锤击打入桩与土的共同作用分析[J]．河海大学学报，1999，27(2)：55～59．
[25]张崇文，赵剑明，张社荣．桩-土作用的动力非线性反应层元法[J]．岩土工程学报，1996，18(4)：1～10．
[26]姜忻良，黄艳，丁学成．相邻建筑物-桩基-土相互作用[J]．土木工程学报，1995，28(5)：32～37．
[27]肖晓春，迟世春，林皋．横向荷载作用下柔性桩桩-土相互作用的有限元分析[A]．栾茂田．第七届全国岩土力学数值分析与解析方法讨论会文集[C]．大连：大连理工大学出版社，2001．102～106．
[28]Kobayashi K,Yao S,Yoshida N.Dynamic compliance of pile group considering nonlinear behavior around piles[A].Proceedings of 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C].St.Louis,Missouri,1991.785～792.
[29]Nomura.Soil-pile-structure interaction during liquefaction[A].Proceedings of 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C].St.Louis,Missouri.1991.743～750.
[30]楼梦麟，王文剑，马恒春，等．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．
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