土-结构动力相互作用的振动台试验研究综述
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摘要
本文从土-结构动力相互作用振动台试验过程中所涉及的结构模型动力相似设计、模型土体的模拟及土体边界条件的模拟三个方面,回顾了近几年来土-结构动力相互作用振动台试验研究的发展历程与现状,重点描述了试验过程中为了更好地反映震动条件下土与结构动力相互作用的机理,学者们所采取的办法和措施。并在此基础上,介绍了一种新的研究土-结构动力相互作用的振动台试验技术。最后,总结了传统的土箱-振动台试验存在的不足,并与这种新的试验技术进行了对比,提出了对于这种新的试验方法仍需要进一步研究和解决的问题。
This paper presents a review of shaking table test related to dynamic soil-structure interaction in three aspects: i.e.scale modeling method,simulation of soil,and simulation of soil boundary conditions.The active and effective measures adopted by researchers for better reflecting the interaction mechanism between soil and structure under shaking are described emphatically.Moreover,the disadvantages of the traditional test way by means of model box and shaking table are summarized.Finally,a new test technology in shaking table test of soil-structure interaction research is introduced and contrasted with the traditional test way.Some problems about this new test method need to be solved and investigated further are put forward in the end.
This paper presents a review of shaking table test related to dynamic soil-structure interaction in three aspects: i.e.scale modeling method,simulation of soil,and simulation of soil boundary conditions.The active and effective measures adopted by researchers for better reflecting the interaction mechanism between soil and structure under shaking are described emphatically.Moreover,the disadvantages of the traditional test way by means of model box and shaking table are summarized.Finally,a new test technology in shaking table test of soil-structure interaction research is introduced and contrasted with the traditional test way.Some problems about this new test method need to be solved and investigated further are put forward in the end.
引文
鲍华,徐礼华,凡红,邹万山,2005.软土-桩-结构动力相互作用振动台模型试验研究.沈阳建筑大学学报(自然科学版.21(6):644-648.
陈国兴,王志华,宰金眠,2001.考虑土与结构相互作用效应的结构减震控制大型振动台模型试验研究.地震工程与工程振动,21(4):117-127.
陈国兴,庄海洋,程绍革等,2006.土-地铁隧道动力相互作用的大型振动台试验:试验方案设计.地震工程与工程振动,26(6):178-183.
陈国兴,庄海洋等,2007.土-地铁车站结构动力相互作用大型振动台模型试验研究.地震工程与工程振动,27(2):171-176.
陈清军,赵云锋,王汉东等,2002.振动台模型试验中地基土域的数值模拟.力学季刊,23(3):407-411.
陈跃庆,2001.结构-地基动力相互作用体系振动台试验研究.同济大学博士学位论文.
陈跃庆,吕西林,李培振等,2006.不同土性的地基-结构动力相互作用振动台模型试验对比研究.土木工程学报,39(5):57-64.
迟世春,林少书,2004.结构动力模型试验相似理论及其验证.世界地震工程,20(4):11-20.
宫必宁,赵大鹏,2002.地下结构与土动力相互作用试验研究.地下空间,22(4):320-324.
李雨润,袁晓铭等,2006.液化土中桩基础动力反应试验研究.地震工程与工程振动,26(3):257-260.
林皋,朱彤,林蓓,2000.结构动力模型试验的相似技巧.大连理工大学学报,40(1):1-8.
刘军,王丹民等,2002.土-结构相互作用的非线性反应.东北大学学报(自然科学版),23(9):915-918.
楼梦麟王文剑等,2000.土-结构体系振动台模型试验中土层边界影响问题.地震工程与工程振动,20(4):30-36.
楼梦麟,王文剑,马恒春,朱彤,2001.土-桩-结构相互作用体系的振动台模型试验.同济大学学报,29(7):763-768.
楼梦麟,宗刚,牛伟星,陈根达,2006.土-桩-钢结构-TLD系统振动台模型试验研究.地震工程与工程振动,26(6):172-177.
吕西林,陈跃庆,2002.高层建筑结构-地基动力相互作用效果的振动台试验对比研究.地震工程与工程振动,22(2):42-48.
吕西林,陈跃庆等,2000.结构-地基动力相互作用体系振动台模型试验研究.地震工程与工程振动,20(4):20-29.
尚守平,刘方成等,2006b.振动台试验模型地基土的设计与试验研究.地震工程与工程振动,26(4):199-204.
尚守平,姚菲,刘可,2006a.软土-铰接桩体系隔震性能的振动台试验研究.铁道科学与工程学报,3(6):19-24.
唐亮,凌贤长等,2009.可液化场地桥梁群桩-独立墩结构地震反应振动台试验研究.土木工程学报,42(11):102-108
史晓军,陈隽,李杰,2008.地下综合管廊大型振动台模型试验研究.地震工程与工程振动,28(6):116-123.
史晓军,陈隽,李杰,2009.层状双向剪切模型箱的设计及振动台试验验证.地下空间与工程学报,5(2):254-261.
陶连金,王沛霖,边金,2006.典型地铁车站结构振动台模型试验.北京工业大学学报,32(9):798-801.
汪强,王进廷,金峰,张楚汉,2008.实时祸联动力试验方法述评.见:第17届全国结构工程学术会议论文集(第Ⅲ册).北京:清华大学出版社,178-186.
王东坡,钱德玲,2008.支盘桩-土-上部结构动力相互作用体系的振动台模型试验设计.合肥工业大学学报(自然科学版),31(5):776-781.
王建华,冯士伦,2004.桩土相互作用的振动台试验研究.岩土工程学报,26(5):616-618.
韦晓,范立础,王君杰,2002.考虑桩-土-桥梁结构相互作用振动台试验研究.土木工程学报,35(4):91-97.
魏春莉,2008.桩-土桥梁结构地震动力相互作用振动台模拟试验研究.重庆交通大学硕士学位论文.
伍小平,孙利民等,2002.振动台试验用层状剪切变形土箱的研制.同济大学学报,30(7):781-785.
杨林德,季倩倩等,2004.地铁车站结构振动台试验中模型箱设计的研究.岩土工程报,26(1):75-78.
郑少河,车爱兰,岩.敞广,2007.地铁地震响应的减震效果模型振动试验研究.四川建筑科学研究,33(22):42-44.
朱长安,高波,索然绪,2008.强震区隧道洞口段振动台模型试验研究.现代隧道技术,45(1):48-52.
Adachi Naohito et al.,2000.Experimental Study on Pile Stress in Liquefied and Laterally Spreading Soils.See:Proceedings of the12th WCEE,956-965.
Chambers A.M.,McManus K.J.,Yang J.and Berrill J.B.,1999.The dynamic behaviour of drilled shaft micropiles.Civil Engineering Research Report,University of Canterbury,99-112.
Chau K.T.,Shen C.Y.and Guo X.,2009.Nonlinear seismic soil-pile-structure Interactions:Shaking table tests and FEM analyses.Soil Dynamics and Earthquake Engineering,29:300-310.
Cubrinovski M.et al.,2006.Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils.Soil Dynamics and Earthquake Engineering,26:275-286.
Fishman K.L.,Mander J.B.,Richards R.,1995.Laboratory Study of Seismic Free-field Response of Sand.Soil Dynamics and Earthquake Engineering,14(1):33-43.
Gohl W.B.and Finn L.F.,1987.Seismic Response of Single Piles in Shaking Table Studies.See:Proceedings of the Fifth Canadian Conference Earthquake Engineering,435-444.
Ishimura K.,Ohtsuki A.,Yokoyama K.and Koyanagi Y.,1992.Sway-Rocking Model for Simulating Nonlinear Response of Sandy Deposit with Structure.See:Proceedings of the10th World Conference on Earthquake Engineering,3:1897-1903.
Kagawa T.,Minowa C.,Abe.A.and Oda S.,1995.Shaking-Table Tests on Analyses of Piles in Liquefying Sand.See:Proceedings of the1st International Conference on Earthquake Geotechnical Engineering,2:699-704.
Kobayashi H.et al.,2002.Hybrid vibration experiments with a bridge foundation system model.Soil Dynamics and Earthquake Engineering,22:1135-1141.
Kobayashi H.,Tamura K.et al.,2002.Hybrid vibration experiments with a bridge foundation system model.Soil Dynamics and Earthquake Engineering,22:1135-1141.
Loebach Leah et al.,2006.A Hybrid Experiment for Examination of Structural Control Considering Soil-Structure Interaction.See:Proceedings of17th Analysis and Computation Specialty Conference,825-836.
Matsuda T.and Goto Y.,1988.Studies on Experimental Technique of Shaking Table Test for Geotechnical Problems.See:Proceedings of the9th WCEE,Tokyo,837-842.
Meymand P.J.,1998.Shaking Table Scale Model Test of Nonlinear Soil-pile-superstructure Interaction in Soft Clay.Doctoral Dissertation of the University of Berkeley.
Mizuno H.and Liba M.,1988.Shaking Table Testing of Seismic Building-Pile-Soil Interaction System.See:Proceedings of the9th WCEE.New Zealand Society of Soil Mechanics and Foundation Engineering Technical Committee,Tokyo,875-881.
Motamed Ramin et al.,2010.Shaking Table Model Tests on Pile Groups behind Quay Walls Subjected to Lateral Spreading.Journal of Geotechnical and Geoenvironmental Engineering,136(3):477-489.
Nakagawa T.and Tanaka M.et al.,2000.Experimental Study on the Soil-pile-structure Interaction by Shaking Table Tests Using Large-scale Laminar Box.See:Proceedings of the12th World Congress on Earthquake Engineering,1922-1931.
Nakashima Masayoshi,Kato Hiroto,Takaoka Eiji,1992.Development of Real-time Pseudodynamic Testing.Earthquake Engineering and Structural Dynamics,21(1):79-92.
Pitilakis Dimitris,Matt Dietz et al.,2008.Numerical simulation of dynamic soil-structure interact in shaking table testing.Soil Dynamics and Earthquake Engineering,28:453-467.
Stanton J.F.,Banerjee S.and Hasayen I.,1988.Shaking Table Tests on Piles.Final Report Research Project Y-2811Prepared for Washington State Transportation Commission.
Tamori S.and Kitagawa Y.,1988.Shaking Table Tests of Elasto-Plastic Soil-Pile-Building Interaetion System.See:Proceedings of the9thWCEE.New Zealand:Iternational Soeiety of Soil Meehanics and Foundation Engineering Teehnieal Committee,Tokyo,843-848.
Tamura S.,Miyazaki M.,Fujii S.et al.,2001.Earth Pressure Acting on Embedded Footing During Soil Liquefaction by Large-scale Shaking Table Test.See:Proceedings of the4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics,556-564.
Yahata K.,Suzuki Y.,Funahara H.et al.,2001.Pile Response Characteristics of Liquefied Soil Layers in Shaking Table Tests of a Large Scale Laminar Shear Box.See:Proceedings of the Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.
Yao S.et al.,2004.Interactive behavior of soil-pile-superstructure system in transient state to liquefaction by means of large shake table tests.Soil Dynamics and Earthquake Engineering,24:397-409.
Yasuda S.,Ishihara K.,Morimoto I.et al.,2000.Large-scale Shaking Table Tests on Pile Foundations in Liquefied Ground.See:Proceedings of the12th World Congress on Earthquake Engineering,1474-1485.
陈国兴,王志华,宰金眠,2001.考虑土与结构相互作用效应的结构减震控制大型振动台模型试验研究.地震工程与工程振动,21(4):117-127.
陈国兴,庄海洋,程绍革等,2006.土-地铁隧道动力相互作用的大型振动台试验:试验方案设计.地震工程与工程振动,26(6):178-183.
陈国兴,庄海洋等,2007.土-地铁车站结构动力相互作用大型振动台模型试验研究.地震工程与工程振动,27(2):171-176.
陈清军,赵云锋,王汉东等,2002.振动台模型试验中地基土域的数值模拟.力学季刊,23(3):407-411.
陈跃庆,2001.结构-地基动力相互作用体系振动台试验研究.同济大学博士学位论文.
陈跃庆,吕西林,李培振等,2006.不同土性的地基-结构动力相互作用振动台模型试验对比研究.土木工程学报,39(5):57-64.
迟世春,林少书,2004.结构动力模型试验相似理论及其验证.世界地震工程,20(4):11-20.
宫必宁,赵大鹏,2002.地下结构与土动力相互作用试验研究.地下空间,22(4):320-324.
李雨润,袁晓铭等,2006.液化土中桩基础动力反应试验研究.地震工程与工程振动,26(3):257-260.
林皋,朱彤,林蓓,2000.结构动力模型试验的相似技巧.大连理工大学学报,40(1):1-8.
刘军,王丹民等,2002.土-结构相互作用的非线性反应.东北大学学报(自然科学版),23(9):915-918.
楼梦麟王文剑等,2000.土-结构体系振动台模型试验中土层边界影响问题.地震工程与工程振动,20(4):30-36.
楼梦麟,王文剑,马恒春,朱彤,2001.土-桩-结构相互作用体系的振动台模型试验.同济大学学报,29(7):763-768.
楼梦麟,宗刚,牛伟星,陈根达,2006.土-桩-钢结构-TLD系统振动台模型试验研究.地震工程与工程振动,26(6):172-177.
吕西林,陈跃庆,2002.高层建筑结构-地基动力相互作用效果的振动台试验对比研究.地震工程与工程振动,22(2):42-48.
吕西林,陈跃庆等,2000.结构-地基动力相互作用体系振动台模型试验研究.地震工程与工程振动,20(4):20-29.
尚守平,刘方成等,2006b.振动台试验模型地基土的设计与试验研究.地震工程与工程振动,26(4):199-204.
尚守平,姚菲,刘可,2006a.软土-铰接桩体系隔震性能的振动台试验研究.铁道科学与工程学报,3(6):19-24.
唐亮,凌贤长等,2009.可液化场地桥梁群桩-独立墩结构地震反应振动台试验研究.土木工程学报,42(11):102-108
史晓军,陈隽,李杰,2008.地下综合管廊大型振动台模型试验研究.地震工程与工程振动,28(6):116-123.
史晓军,陈隽,李杰,2009.层状双向剪切模型箱的设计及振动台试验验证.地下空间与工程学报,5(2):254-261.
陶连金,王沛霖,边金,2006.典型地铁车站结构振动台模型试验.北京工业大学学报,32(9):798-801.
汪强,王进廷,金峰,张楚汉,2008.实时祸联动力试验方法述评.见:第17届全国结构工程学术会议论文集(第Ⅲ册).北京:清华大学出版社,178-186.
王东坡,钱德玲,2008.支盘桩-土-上部结构动力相互作用体系的振动台模型试验设计.合肥工业大学学报(自然科学版),31(5):776-781.
王建华,冯士伦,2004.桩土相互作用的振动台试验研究.岩土工程学报,26(5):616-618.
韦晓,范立础,王君杰,2002.考虑桩-土-桥梁结构相互作用振动台试验研究.土木工程学报,35(4):91-97.
魏春莉,2008.桩-土桥梁结构地震动力相互作用振动台模拟试验研究.重庆交通大学硕士学位论文.
伍小平,孙利民等,2002.振动台试验用层状剪切变形土箱的研制.同济大学学报,30(7):781-785.
杨林德,季倩倩等,2004.地铁车站结构振动台试验中模型箱设计的研究.岩土工程报,26(1):75-78.
郑少河,车爱兰,岩.敞广,2007.地铁地震响应的减震效果模型振动试验研究.四川建筑科学研究,33(22):42-44.
朱长安,高波,索然绪,2008.强震区隧道洞口段振动台模型试验研究.现代隧道技术,45(1):48-52.
Adachi Naohito et al.,2000.Experimental Study on Pile Stress in Liquefied and Laterally Spreading Soils.See:Proceedings of the12th WCEE,956-965.
Chambers A.M.,McManus K.J.,Yang J.and Berrill J.B.,1999.The dynamic behaviour of drilled shaft micropiles.Civil Engineering Research Report,University of Canterbury,99-112.
Chau K.T.,Shen C.Y.and Guo X.,2009.Nonlinear seismic soil-pile-structure Interactions:Shaking table tests and FEM analyses.Soil Dynamics and Earthquake Engineering,29:300-310.
Cubrinovski M.et al.,2006.Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils.Soil Dynamics and Earthquake Engineering,26:275-286.
Fishman K.L.,Mander J.B.,Richards R.,1995.Laboratory Study of Seismic Free-field Response of Sand.Soil Dynamics and Earthquake Engineering,14(1):33-43.
Gohl W.B.and Finn L.F.,1987.Seismic Response of Single Piles in Shaking Table Studies.See:Proceedings of the Fifth Canadian Conference Earthquake Engineering,435-444.
Ishimura K.,Ohtsuki A.,Yokoyama K.and Koyanagi Y.,1992.Sway-Rocking Model for Simulating Nonlinear Response of Sandy Deposit with Structure.See:Proceedings of the10th World Conference on Earthquake Engineering,3:1897-1903.
Kagawa T.,Minowa C.,Abe.A.and Oda S.,1995.Shaking-Table Tests on Analyses of Piles in Liquefying Sand.See:Proceedings of the1st International Conference on Earthquake Geotechnical Engineering,2:699-704.
Kobayashi H.et al.,2002.Hybrid vibration experiments with a bridge foundation system model.Soil Dynamics and Earthquake Engineering,22:1135-1141.
Kobayashi H.,Tamura K.et al.,2002.Hybrid vibration experiments with a bridge foundation system model.Soil Dynamics and Earthquake Engineering,22:1135-1141.
Loebach Leah et al.,2006.A Hybrid Experiment for Examination of Structural Control Considering Soil-Structure Interaction.See:Proceedings of17th Analysis and Computation Specialty Conference,825-836.
Matsuda T.and Goto Y.,1988.Studies on Experimental Technique of Shaking Table Test for Geotechnical Problems.See:Proceedings of the9th WCEE,Tokyo,837-842.
Meymand P.J.,1998.Shaking Table Scale Model Test of Nonlinear Soil-pile-superstructure Interaction in Soft Clay.Doctoral Dissertation of the University of Berkeley.
Mizuno H.and Liba M.,1988.Shaking Table Testing of Seismic Building-Pile-Soil Interaction System.See:Proceedings of the9th WCEE.New Zealand Society of Soil Mechanics and Foundation Engineering Technical Committee,Tokyo,875-881.
Motamed Ramin et al.,2010.Shaking Table Model Tests on Pile Groups behind Quay Walls Subjected to Lateral Spreading.Journal of Geotechnical and Geoenvironmental Engineering,136(3):477-489.
Nakagawa T.and Tanaka M.et al.,2000.Experimental Study on the Soil-pile-structure Interaction by Shaking Table Tests Using Large-scale Laminar Box.See:Proceedings of the12th World Congress on Earthquake Engineering,1922-1931.
Nakashima Masayoshi,Kato Hiroto,Takaoka Eiji,1992.Development of Real-time Pseudodynamic Testing.Earthquake Engineering and Structural Dynamics,21(1):79-92.
Pitilakis Dimitris,Matt Dietz et al.,2008.Numerical simulation of dynamic soil-structure interact in shaking table testing.Soil Dynamics and Earthquake Engineering,28:453-467.
Stanton J.F.,Banerjee S.and Hasayen I.,1988.Shaking Table Tests on Piles.Final Report Research Project Y-2811Prepared for Washington State Transportation Commission.
Tamori S.and Kitagawa Y.,1988.Shaking Table Tests of Elasto-Plastic Soil-Pile-Building Interaetion System.See:Proceedings of the9thWCEE.New Zealand:Iternational Soeiety of Soil Meehanics and Foundation Engineering Teehnieal Committee,Tokyo,843-848.
Tamura S.,Miyazaki M.,Fujii S.et al.,2001.Earth Pressure Acting on Embedded Footing During Soil Liquefaction by Large-scale Shaking Table Test.See:Proceedings of the4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics,556-564.
Yahata K.,Suzuki Y.,Funahara H.et al.,2001.Pile Response Characteristics of Liquefied Soil Layers in Shaking Table Tests of a Large Scale Laminar Shear Box.See:Proceedings of the Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.
Yao S.et al.,2004.Interactive behavior of soil-pile-superstructure system in transient state to liquefaction by means of large shake table tests.Soil Dynamics and Earthquake Engineering,24:397-409.
Yasuda S.,Ishihara K.,Morimoto I.et al.,2000.Large-scale Shaking Table Tests on Pile Foundations in Liquefied Ground.See:Proceedings of the12th World Congress on Earthquake Engineering,1474-1485.
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