桥梁桩墩结构振动台模型试验研究及其进展
摘要
模拟地震振动台模型试验是研究桥梁桩墩结构抗震设计的重要方法,随着抗震设计理论研究和试验技术的不断进步,该研究方法也在不断发展。笔者主要对近年来桥梁桩墩结构振动台模型试验的主要方面(试验理论基础、模型试验相似律和振动模型试验)的研究与进展进行了综述,概述了模拟地震振动台的工作原理,并介绍了该研究领域的国内外研究现状,最后在此基础上对桥墩结构振动台试验的发展趋势进行了展望。
引文
[1]范立础.现代化城市桥梁抗震设计若干问题[J].同济大学学报,1997(2).
[2]李鸿晶,陆鸣,温增平,等.汶川地震桥梁震害的特征[J].南京工业大学学报,2009(1).
[3]童申.液压振动台发展综述[J].液压与气动,1981(2).
[4]朱彤.结构动力模型相似问题及结构动力试验技术研究[D].大连理工大学博士学位论文,2004.
[5]李敏霞.电液伺服振动台的振动控制技术及应用[J].振动、测试与诊断,1997(3).
[6]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).
[7]李富荣.水中墩柱结构地震反应的分析方法[J].西部探矿工程,2008(7).
[8]柳春光,齐念.考虑流固耦合作用的深水桥墩地震响应分析[J].防灾减灾工程学报,2009(4).
[9]张敏政.地震模拟试验中相似律应用的若干问题[J].地震工程与工程振动,1997(2).
[10]迟世春,林少书.结构动力模型试验相似理论及其验证[J].世界地震工程,2004(4).
[11]魏春莉.桩-土-桥梁结构地震动力相互作用振动台模拟试验研究[D].重庆交通大学硕士学位论文,2008.
[12]赖伟,王君杰,韦晓,等.桥墩地震动水效应的水下振动台试验研究[J].地震工程与工程振动,2006(6).
[13]Mizuno H,Iiba M,Kitagawa Y.Shaking Table Testing of Seismic Building-Pile-Two-Layered-Soil Inter-action[A].8WCEE[C].USA,1984,3:649-656.
[14]Abdoun T,Dobry R.Evaluation of Pile Foundation Re-sponse to Lateral Spreading[J].Soil Dynamics and Earthquake Engineering,2002,22(9):1051-1058.
[15]Boulanger R W,Curras C J,Kutter B L,et al.Seismic Soil-Pile-Structure Interaction Experiments and Ana-lyses[J].Journal of Geotechnical and Geoenvironmental Engineering,ASCE,1999,125(9):750-759.
[16]Kagawa T,Minowa C,Abe A.EDUS Project(Earth-quake Damage to Underground Structure)[A].12WCEE[C].NewZealand,2000,Reference NO.0329.
[17]Nathan Johnson,Richard T.Ranf,M.Saiid Saiidi,et al.Seismic Testing of a Two-Span Reinforced Con-crete Bridge[J].Journal of Bridge Engineering,2008,13(2):173-182.
[18]Kenny C,Guinn,Governor.Shake Table Testing of Flared Bridge Columns with Steel Jacket Retrofot[A].NDOT Research Report[C],2001.NO.RDT-01-002.
[19]Ishizaki Sadayuki,Majima Masato,Nagao Toshiaki,et al.Shaking Table Tests on Soil-Pile-Structure Models with Semi-Rigid Pile Head Connections[J].Journal of Structure and Construction Engineering,2006,602:171-177.
[20]Tamura Shuji,Tokimatsu Koji,Suzuki Hiroko.Sha-king Table Test of a Steel Pile Foundation on Liquefied Sand Using a Large Scale Laminar Shear Box[A].Technical Note of the National Research Institute for Earth Science and Disaster Prevention[C],2002:227.
[21]Saiidi M,Itani A,Johnson N,et al.Shake Table Re-sponse of Bridge Columns[A].Earthquake Resistant Engineering StructureⅤ[C],Italy.2003:69-78.
[22]Ramin Motamed,Ikuo Towhata.Shaking Table Model Tests on Pile Groups behind Quay Walls Subjected to Lateral Spreading[J].Journal of Geotechnical and Geo-environmental Engineering,2010,136(3):477-489.
[23]Junichi Sakai,Shigeki Unjoh.Shake Table Experiment on Circular Reinforced Concrete Bridge Column under Multidirectional Seismic Excitation[A].Structural En-gineering Research Frontiers,2007:1-12.
[24]Kazuhiko Kawashima,Tomohiro Sasaki,et al.Failure Mechanism of Column Components and Systems of Bridges[A].Structural Engineering Research Frontiers,2007:1-16.
[25]Hiroko Suzuki,Kohji Tokimatsu,et al.Factor Affect-ing Horizontal Subgrade Reaction of Piles during Soil Liquefaction and Lateral Spreading[A].Seismic Per-formance and Simulation of Pile Foundations in Lique-fied and Laterally Spreading Ground(GSP145),2006:1-10.
[26]Hideki Funahara.Components of Dynamic Subgrade Re-action on Pile in Saturated Sand[A].Geotechnical Earthquake Engineering and Soil Dynamics IV(GSP 181),2008:1-10.
[27]唐亮,凌贤长,徐鹏举,等.可液化场地桥梁群桩-独柱墩结构地震反应振动台试验研究[J].土木工程学报,2009(11).
[28]凌贤长,王东升,王志强,等.液化场地桩-土-桥梁结构动力相互作用大型振动台模型试验研究[J].土木工程学报,2004(11).
[29]凌贤长,王臣,王成.液化场地桩-土-桥梁结构动力相互作用振动台试验模型相似设计方法[J].岩石力学与工程学报,2004(3).
[30]凌贤长,王丽霞,王东升,等.非自由液化场地地基动力性能大型振动台模型试验研究[J].中国公路学报,2005(2).
[31]Tang Liang,Ling Xianzhang,Xu Pengju,et al.Shake Table Test of Soil-Pile Groups-Bridge Structure In-teraction in Liquefiable Ground[J].Earthquake Engi-neering and Engineering Vibration,2009,10.1007/s11803-009-8131-7.
[32]K.T.Chau,C.Y.Shen,X.Guo.Nonlinear Seismic Soil-Pile-Structure Interactions:Shaking Table Tests and FEM Analyses[J].Soil Dynamics and Earthquake Engi-neering,2009(29):300-310.
[33]冯士伦,王建华,郭金童.液化土层中桩基抗震性能振动台试验研究[J].土木工程学报,2005(7).
[34]艾庆华,李宏男,王东升,等.基于位移设计的钢筋混凝土桥墩抗震性能试验研究(Ⅱ):振动台试验[J].地震工程与工程振动,2008(3).
[35]艾庆华,李宏男,王东升,等.钢筋混凝土桥墩地震破坏振动台试验研究[J].大连理工大学学报,2008(5).
[36]彭凯,李建中,朱宇.独柱双层高架桥墩柱振动台试验研究-Ⅰ:结构动力特性[J].重庆交通大学学报,2009(2).
[37]叶爱群,袁万城,胡世德.高墩振动台实验研究[J].同济大学学报,1996(6).
[38]陈跃庆,吕西林,李培振,等.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[J].土木工程学报,2006(5).
[39]范立础,韦晓.桩-土-结构动力相互作用试验研究现状[C].大型复杂结构的关键科学问题研究文集,1999.
[40]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).
[41]LIU Haopeng,SONG Bo,ZHANG Guoming.Study of Hydrodynamic Pressure on the Cylindrical Pile-Cap Pier in Deep Water Subjected to Seismic Action[A].IC-CTP2009:Critical Issues In Transportation Systems Planning,Development,And Management,2009:528-535.
[42]Tamura S,Suzuki Y,Tsuchiya T,et al.Dynamic Re-sponse and Failure Mechanisms of a Pile Foundation During Soil Liquefaction by Shaking Table Test with a Large-Scale Laminar Shear Box[A].12WCEE[C].New Zealand,2000,Reference NO.0903.
[43]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).
[44]Hiroshi Kobayashi,Keiichi Tamura and Shunsuke Tani-moto.Hybrid Vibration Experiments with a Bridge Foundation System Model[J].Soil Dynamics and Earthquake Engineering,2002,22(9-12):1135-1141.
[45]艾庆华.钢筋混凝土桥墩抗震性态数值评价与试验研究[D].大连理工大学博士学位论文,2008.
[46]Chin-Tung Cheng.Shaking Table Tests of a Self-Centering Designed Bridge Substructure[J].Engineer-ing Structures,2008,30(12):3426-3433.
[2]李鸿晶,陆鸣,温增平,等.汶川地震桥梁震害的特征[J].南京工业大学学报,2009(1).
[3]童申.液压振动台发展综述[J].液压与气动,1981(2).
[4]朱彤.结构动力模型相似问题及结构动力试验技术研究[D].大连理工大学博士学位论文,2004.
[5]李敏霞.电液伺服振动台的振动控制技术及应用[J].振动、测试与诊断,1997(3).
[6]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).
[7]李富荣.水中墩柱结构地震反应的分析方法[J].西部探矿工程,2008(7).
[8]柳春光,齐念.考虑流固耦合作用的深水桥墩地震响应分析[J].防灾减灾工程学报,2009(4).
[9]张敏政.地震模拟试验中相似律应用的若干问题[J].地震工程与工程振动,1997(2).
[10]迟世春,林少书.结构动力模型试验相似理论及其验证[J].世界地震工程,2004(4).
[11]魏春莉.桩-土-桥梁结构地震动力相互作用振动台模拟试验研究[D].重庆交通大学硕士学位论文,2008.
[12]赖伟,王君杰,韦晓,等.桥墩地震动水效应的水下振动台试验研究[J].地震工程与工程振动,2006(6).
[13]Mizuno H,Iiba M,Kitagawa Y.Shaking Table Testing of Seismic Building-Pile-Two-Layered-Soil Inter-action[A].8WCEE[C].USA,1984,3:649-656.
[14]Abdoun T,Dobry R.Evaluation of Pile Foundation Re-sponse to Lateral Spreading[J].Soil Dynamics and Earthquake Engineering,2002,22(9):1051-1058.
[15]Boulanger R W,Curras C J,Kutter B L,et al.Seismic Soil-Pile-Structure Interaction Experiments and Ana-lyses[J].Journal of Geotechnical and Geoenvironmental Engineering,ASCE,1999,125(9):750-759.
[16]Kagawa T,Minowa C,Abe A.EDUS Project(Earth-quake Damage to Underground Structure)[A].12WCEE[C].NewZealand,2000,Reference NO.0329.
[17]Nathan Johnson,Richard T.Ranf,M.Saiid Saiidi,et al.Seismic Testing of a Two-Span Reinforced Con-crete Bridge[J].Journal of Bridge Engineering,2008,13(2):173-182.
[18]Kenny C,Guinn,Governor.Shake Table Testing of Flared Bridge Columns with Steel Jacket Retrofot[A].NDOT Research Report[C],2001.NO.RDT-01-002.
[19]Ishizaki Sadayuki,Majima Masato,Nagao Toshiaki,et al.Shaking Table Tests on Soil-Pile-Structure Models with Semi-Rigid Pile Head Connections[J].Journal of Structure and Construction Engineering,2006,602:171-177.
[20]Tamura Shuji,Tokimatsu Koji,Suzuki Hiroko.Sha-king Table Test of a Steel Pile Foundation on Liquefied Sand Using a Large Scale Laminar Shear Box[A].Technical Note of the National Research Institute for Earth Science and Disaster Prevention[C],2002:227.
[21]Saiidi M,Itani A,Johnson N,et al.Shake Table Re-sponse of Bridge Columns[A].Earthquake Resistant Engineering StructureⅤ[C],Italy.2003:69-78.
[22]Ramin Motamed,Ikuo Towhata.Shaking Table Model Tests on Pile Groups behind Quay Walls Subjected to Lateral Spreading[J].Journal of Geotechnical and Geo-environmental Engineering,2010,136(3):477-489.
[23]Junichi Sakai,Shigeki Unjoh.Shake Table Experiment on Circular Reinforced Concrete Bridge Column under Multidirectional Seismic Excitation[A].Structural En-gineering Research Frontiers,2007:1-12.
[24]Kazuhiko Kawashima,Tomohiro Sasaki,et al.Failure Mechanism of Column Components and Systems of Bridges[A].Structural Engineering Research Frontiers,2007:1-16.
[25]Hiroko Suzuki,Kohji Tokimatsu,et al.Factor Affect-ing Horizontal Subgrade Reaction of Piles during Soil Liquefaction and Lateral Spreading[A].Seismic Per-formance and Simulation of Pile Foundations in Lique-fied and Laterally Spreading Ground(GSP145),2006:1-10.
[26]Hideki Funahara.Components of Dynamic Subgrade Re-action on Pile in Saturated Sand[A].Geotechnical Earthquake Engineering and Soil Dynamics IV(GSP 181),2008:1-10.
[27]唐亮,凌贤长,徐鹏举,等.可液化场地桥梁群桩-独柱墩结构地震反应振动台试验研究[J].土木工程学报,2009(11).
[28]凌贤长,王东升,王志强,等.液化场地桩-土-桥梁结构动力相互作用大型振动台模型试验研究[J].土木工程学报,2004(11).
[29]凌贤长,王臣,王成.液化场地桩-土-桥梁结构动力相互作用振动台试验模型相似设计方法[J].岩石力学与工程学报,2004(3).
[30]凌贤长,王丽霞,王东升,等.非自由液化场地地基动力性能大型振动台模型试验研究[J].中国公路学报,2005(2).
[31]Tang Liang,Ling Xianzhang,Xu Pengju,et al.Shake Table Test of Soil-Pile Groups-Bridge Structure In-teraction in Liquefiable Ground[J].Earthquake Engi-neering and Engineering Vibration,2009,10.1007/s11803-009-8131-7.
[32]K.T.Chau,C.Y.Shen,X.Guo.Nonlinear Seismic Soil-Pile-Structure Interactions:Shaking Table Tests and FEM Analyses[J].Soil Dynamics and Earthquake Engi-neering,2009(29):300-310.
[33]冯士伦,王建华,郭金童.液化土层中桩基抗震性能振动台试验研究[J].土木工程学报,2005(7).
[34]艾庆华,李宏男,王东升,等.基于位移设计的钢筋混凝土桥墩抗震性能试验研究(Ⅱ):振动台试验[J].地震工程与工程振动,2008(3).
[35]艾庆华,李宏男,王东升,等.钢筋混凝土桥墩地震破坏振动台试验研究[J].大连理工大学学报,2008(5).
[36]彭凯,李建中,朱宇.独柱双层高架桥墩柱振动台试验研究-Ⅰ:结构动力特性[J].重庆交通大学学报,2009(2).
[37]叶爱群,袁万城,胡世德.高墩振动台实验研究[J].同济大学学报,1996(6).
[38]陈跃庆,吕西林,李培振,等.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[J].土木工程学报,2006(5).
[39]范立础,韦晓.桩-土-结构动力相互作用试验研究现状[C].大型复杂结构的关键科学问题研究文集,1999.
[40]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).
[41]LIU Haopeng,SONG Bo,ZHANG Guoming.Study of Hydrodynamic Pressure on the Cylindrical Pile-Cap Pier in Deep Water Subjected to Seismic Action[A].IC-CTP2009:Critical Issues In Transportation Systems Planning,Development,And Management,2009:528-535.
[42]Tamura S,Suzuki Y,Tsuchiya T,et al.Dynamic Re-sponse and Failure Mechanisms of a Pile Foundation During Soil Liquefaction by Shaking Table Test with a Large-Scale Laminar Shear Box[A].12WCEE[C].New Zealand,2000,Reference NO.0903.
[43]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).
[44]Hiroshi Kobayashi,Keiichi Tamura and Shunsuke Tani-moto.Hybrid Vibration Experiments with a Bridge Foundation System Model[J].Soil Dynamics and Earthquake Engineering,2002,22(9-12):1135-1141.
[45]艾庆华.钢筋混凝土桥墩抗震性态数值评价与试验研究[D].大连理工大学博士学位论文,2008.
[46]Chin-Tung Cheng.Shaking Table Tests of a Self-Centering Designed Bridge Substructure[J].Engineer-ing Structures,2008,30(12):3426-3433.
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