桥梁结构缩尺模型模拟地震振动台试验研究进展
|
摘要
桥梁结构型式多样、跨数及支承多、延伸长,故对其在地震动作用下动力响应的研究多为理论分析与数值模拟,少量的试验研究也由于设备的限制以单个振动台的一致地震动输入试验居多,且试验模型多为整体结构小比例缩尺模型和局部结构或构件缩尺模型,主要研究桥墩抗震性能、土-基础-结构动力相互作用、水-桥墩动力相互作用以及特殊桥梁的抗震性能等。随着国内外模拟地震振动台台阵技术的进步,已开展了一些桥梁整体结构大比例缩尺模型一致和非一致地震动输入下动力响应规律的振动台台阵试验研究。本文对国内外关于桥梁结构缩尺模型的振动台试验研究进展进行了总结与归纳,可为今后开展桥梁结构抗震性能的振动台试验研究提供参考。
With unique characteristics such as various types,multiple spans and supports as well as long extensions,bridge engineering shows prominent importance in the structural dynamic analysis under seismic excitations.However,due to the mentioned characteristics,existing studies on the seismic dynamic response of bridge engineering are mainly focusing on theoretical and numerical analysis.The shaking table models for bridge engineering are mostly integral ones with small scales or local components of structures as traditionally only one shaking table is available during the experiments.Therefore only uniform earthquake excitations are inputted while the major research areas include seismic performance of piers,soil-foundation-structure interaction,water-pier interaction and the seismic performance of irregular bridges.As the development of multiple shaking table testing technology domestically and overseas,the study on the seismic response of large scale integral model under non-uniform earthquake excitations can be achieved on multiple shaking tables.In this paper,the relevant studies on the shaking table tests of bridge engineering for the future references are summarized.
With unique characteristics such as various types,multiple spans and supports as well as long extensions,bridge engineering shows prominent importance in the structural dynamic analysis under seismic excitations.However,due to the mentioned characteristics,existing studies on the seismic dynamic response of bridge engineering are mainly focusing on theoretical and numerical analysis.The shaking table models for bridge engineering are mostly integral ones with small scales or local components of structures as traditionally only one shaking table is available during the experiments.Therefore only uniform earthquake excitations are inputted while the major research areas include seismic performance of piers,soil-foundation-structure interaction,water-pier interaction and the seismic performance of irregular bridges.As the development of multiple shaking table testing technology domestically and overseas,the study on the seismic response of large scale integral model under non-uniform earthquake excitations can be achieved on multiple shaking tables.In this paper,the relevant studies on the shaking table tests of bridge engineering for the future references are summarized.
引文
[1]李杰,李国强.地震工程学导论[M].北京:地震出版社,1992Li Jie,Li Guo-qiang.Introduction of Earthquake Engineering[M].Beijing:Seismological Press,1992(in Chinese)
[2]Patrick Laplace,David Sanders,Saiid Saiidi M,Bruce Douglas.Shake Table Testing of Flexure Dominated Reinforced Concrete Bridge Columns[R].Report No.CCEER 99-13.A Report for the California Department of Transportation Sacramento,California.December 1999
[3]Patrick Laplace,David Sanders,Saiid Saiidi M.Experimental Study and Analysis of Retrofitted Flexure and Shear Dominated Circular Reinforced Concrete Bridge Columns Subjected to Shake Table Excitation[R].Report No.CCEER 01-6,A Report for the California Department of Transportation Sacramento,California.June 2001
[4]Junichi Sakai,Shigeki Unjoh.Earthquake Simulation Test of Circular Reinforced Concrete Bridge Column under Multidirectional Seismic Excitation[J].Earthquake Engineering and Engineering Vibration,2006,5(1):103~110
[5]Vu Phan,Saiid Saiidi M,John Anderson,et al.NearFault Ground Motion Effects on Reinforced Concrete Bridge Columns[J].Journal of Structural Engineering,2007,133(7):982~989
[6]Arash E Zaghi,Saiid Saiidi M,Amir Mirmiran.Shake Table Response and Analysis of A Concrete-filled FRP Tube Bridge Column[J].Composite Structures,2012,94:1564~1574
[7]叶爱君,袁万城,胡世德.高墩振动台试验研究[J].同济大学学报,1996,24(6):606~612Ye Ai-jun,Yuan Wan-cheng,Hu Shi-de.Shaking Table Test of A Tall Pier Model[J].Journal of Tongji University,1996,24(6):606~612(in Chinese)
[8]卓卫东,范立础.GFRP管-混凝土组合桥墩的概念及其抗震性能[J].福州大学学报(自然科学版),2005,33(1):73~79Zhuo Wei-dong,Fan Li-chu.The Concept and Seismic Performance of GFRP Tube-concrete Composite piers[J].Journal of Fuzhou University(Natural Sciences Edtion),2005,33(1):73~79(in Chinese)
[9]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,2008,28(3):39~46Ai Qing-hua,Li Hong-nan,Wang Dong-sheng,et al.Experimental Evaluation of Seismic Performance of Reinforced Concrete Bridge Piers Designed on the Basis of Displacement(Ⅱ):Shaking Table Test[J].Journal of Earthquake Engineering And Engineering Vibration,2008,28(3):39~46(in Chinese)
[10]彭凯,李建中,朱宇.独柱双层高架桥墩柱振动台试验研究Ⅱ:结构地震反应[J].重庆交通大学学报(自然科学版),2009,28(4):646~651Peng Kai,Li Jian-zhong,Zhu Yu.Shaking Table Tests on Single-column-bent Double-deck Viaduct Pier Model-Ⅱ:Structural Seismic Response[J].Journal of Chongqing Jiaotong University,2009,28(4):646~651(in Chinese)
[11]葛继平,王志强,魏红一.干接缝节段拼装桥墩抗震分析的纤维模型模拟方法[J].振动与冲击,2010,29(3):52~57Ge Ji-ping,Wang Zhi-qiang,Wei Hong-yi.Seismic Performance Analysis of Segmental Bridge Columns with Match-cast Dry Joints Using Fiber Beam-column Element Method[J].Journal of Vibration and Shock,2010,29(3):52~57(in Chinese)
[12]陈永祁,王静,刘林.国外减隔震桥梁的失效分析[J].工程抗震与加固改造,2008,30(5):41~47Chen Yong-qi,Wang Jing,Liu Lin.Failure Analysis of Overseas Seismic Isolated Bridges[J].Earthquake Resistant Engineering and Retrofitting,2008,30(5):41~47
[13]Tsopelas P,Constantinou M C,Okamoto S,et al.Experimental Study of Bridge Seismic Sliding Isolation Systems[J].Engineering Structures,1996,18(4):301~310
[14]Takao Okada,Shigeki Unjoh.Shake Table Tests for Bridge Model Using Structural Control Devices[A].The14th World Conference on Earthquake Engineering[C],October 12~17,2008,Beijing,China
[15]Sanjay S Sahasrabudhe,Satish Nagarajaiah.Semi-active Control of Sliding Isolated Bridges Using MR Dampers:An Experimental and Numerical Study[J].Earthquake Engineering&Structural Dynamics,2005,34(8):965~983
[16]Meng-hao Tsai,Si-yi Wu,Kuo-chun Chang,et al.Shaking Table Tests of A Scaled Bridge Model with Rolling-type Seismic Isolation Bearings[J].Engineering Structures,2007,29(5):694~702
[17]赵威,齐凯,张维华,等.桥梁模型减振方法的试验研究[J].振动与冲击,1991,(3):35~41Zhao Wei,Qi Kai,Zhang Wei-hua,et al.The Experimental Study of Vibration Isolation of Bridge Model[J].Journal of Vibration and Shock,1991,(3):35~41(in Chinese)
[18]张俊平,周福霖,廖蜀樵.桥梁隔震体系振动台试验研究(Ⅲ)-测试结果分析[J].地震工程与工程振动,2002,22(2):136~142Zhang Jun-ping,Zhou Fu-lin,Liao Shu-qiao.Shaking Table Test Study of Bridge Isolation System(Ⅲ)-An Analysis of Measured Results[J].Journal of Earthquake Engineering and Engineering Vibration,2002,22(2):136~142(in Chinese)
[19]王曙光,刘伟庆,徐秀丽,等.大跨连续梁桥纵向消能减震振动台模型试验[J].中国公路学报,2009,22(5):54~59Wang Shu-guang,Liu Wei-qing,Xu Xiu-li,et al.Shaking Table Model Test of Long-span Continuous Girder Bridge with Longitudinal Seismic Energy Dissipating[J].China Journal of Highway and Transport,2009,22(5):54~59(in Chinese)
[20]韩强,杜修力,刘晶波.多维地震作用下隔震桥梁地震反应(Ⅰ)—模型结构振动台试验[J].振动与冲击,2008,27(9):59~65Han Qiang,Du Xiu-li,Liu Jing-bo.Seismic Response of Isolated Bridges with LRB under Multi-directional Earthquake-Part(Ⅱ)Shaking Table Test of Bridge Model[J].Journal of Vibration and Shock,2008,27(9):59~65(in Chinese)
[21]李忠献,张勇,岳福青.地震作用下隔震简支梁桥碰撞反应的振动台试验[J].地震工程与工程振动,2007,27(2):152~157Li Zhong-xian,Zhang Yong,Yue Fu-qing.Shaking Table Test on Pounding Responses of Simply Supported Isolated Bridges under Earthquake Excitation[J].Journal of Earthquake Engineering and Engineering Vibration,2007,27(2):152~157(in Chinese)
[22]Fishman K L,Mander J B,Richards R.Laboratory Study of Seismic Free-field Response of Sand[J].Soil Dynamics and Earthquake Engineering,1995,14:33~43
[23]伍小平,孙利民,胡世德,等.振动台试验用层状剪切变形土箱的研制[J].同济大学学报,2002,30(7):781~785Wu Xiao-ping,Sun Li-min,Hu Shi-de,et al.State Key Laboratory for Disaster Reduction in Civil Engineering[J].Journal of Tongji University,2002,30(7):781~785(in Chinese)
[24]Makris N,Tazoh T,Yun X,et al.Prediction of the Measured Response of Scaled Soil-pile-super Structure System[J].Soil Dynamics and Earthquake Engineering,1997,16:113~124
[25]Shintaro Yao,Koichi Kobayashi,Nozomu Yoshida,et al.Interactive Behavior of Soil-pile-superstructure System in Transient State to Liquefaction by Means of Large Shake Table Tests[J].Soil Dynamics and Earthquake Engineering,2004,24:397~409
[26]Huaren Dou,Peter M Byrne.Dynamic Response of Single Piles and Soil Pile Interaction[J].Canadian Geotechnical Journal,1996,33(1):80~96
[27]Ramin Motamed,Ikuo Towhata.Mitigation Measures for Pile Groups Behind Quay Walls Subjected to Lateral Flow of Liquefied Soil:Shake Table Model Tests[J].Soil Dynamics and Earthquake Engineering,2010,30:1043~1060
[28]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,2002,35(4):91~97Wei Xiao,Fan Li-chu,Wang Jun-jie.Shake Table Test on Soil-pile-structure Interaction[J].China Civil Engineering Journal,2002,35(4):91~97(in Chinese)
[29]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:重庆交通大学,2008Wei Chun-li.Shaking Table Test of Seismic Pile-soilstructure Interaction[D].Chongqing:Chongqing Jiaotong University,2008(in Chinese)
[30]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,2009,42(11):102~107Tang Liang,Ling Xian-zhang,Xu Peng-ju,et al.Shaking Table Tests for Seismic Response of Pilesupported Bridge Structure with Single-column Pier in Liquefiable Ground[J].China Civil Engineering Journal,2009,42(11):101~107(in Chinese)
[31]唐亮,凌贤长,徐鹏举,等.承台型式对可液化场地桥梁桩-柱墩地震响应影响振动台试验[J].地震工程与工程振动,2010,30(1):155~160Tang Liang,Ling Xian-zhang,Xu Peng-ju,et al.Effect of Cap Type on Seismic Responses of Bridge Pile-column Pier in Liquefiable Ground by Shaking Table Test[J].Journal of Earthquake Engineering and Engineering Vibration,2010,30(1):155~160(in Chinese)
[32]Gao Xia,Ling Xian-zhang,Tang Liang,et al.Soil-pilebridge Structure Interaction in Liquefying Ground Using Shake Table Testing[J].Soil Dynamics and Earthquake Engineering,2011,31:1009~1017
[33]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,2006,26(6):164~171Lai Wei,Wang Jun-jie,Wei Xiao,et al.The Shaking Table Test for Submerged Bridge Pier[J].Journal of Earthquake Engineering and Engineering Vibration,2006,26(6):164~171(in Chinese)
[34]宋波,张国明,李悦.桥墩与水相互作用的振动台试验[J].北京科技大学学报,2010,32(3):403~408Song Bo,Zhang Guo-ming,Li Yue.Shaking Table Test of Pier Water Intereaction[J].Journal of University of Science and Technology Beijing,2010,32(3):403~408(in Chinese)
[35]韩亮.桥墩结构模型与水相互作用的水下振动台试验研究[D].大连:大连理工大学,2011Han Liang.The Shaking Table Test for the Model of Submerged Bridge Pier Structures[D].Dalian:Dalian University of Technology,2011(in Chinese)
[36]熊峰.钢管混凝土拱桥抗震性能研究[D].成都:四川大学,2001Xiong Feng.Study on Seismic Behavior of Concrete Filled Steel Tubular Arch Bridges[D].Chengdu:Sichuan University,2001(in Chinese)
[37]周敉,王君杰,袁万城,等.基于精细有限元分析的猎德大桥抗震性能评价[J].同济大学学报,2008,36(2):143~148Zhou Mi,Wang Jun-jie,Yuan Wan-cheng,et al.Seismic Performance Assessment of Liede Bridge Based on Detailed Finite Element Analysis[J].Journal of Tongji University,2008,36(2):143~148(in Chinese)
[38]瞿伟廉,孙五一,周强.万州长江大桥欠质量模型振动台试验研究[J].武汉理工大学学报,2005,27(8):45~48Qu Wei-lian,Sun Wu-yi,Zhou Qiang.Shaking Table Test Research on Insufficient-mass Mode of Wanzhou Yangtze River Bridge[J].Journal of Wuhan University of Technolog,2005,27(8):45~48(in Chinese)
[39]Nathan Johnson,Richard T Ranf,Saiid Saiidi M,et al.Seismic Testing of A Two-Span Reinforced Concrete Bridge[J].Journal of Bridge Engineering,2008,13(2):173~182
[40]Carlos A Cruz Noguez,Saiid Saiidi M.Shake-Table Studies of A Four-Span Bridge Model with Advanced Materials[J].Journal of Structural Engineering,2012,138(2):183~192
[41]Seismic Effects on Multi-span Bridges with High Degrees of Horizontal Curvature.http://nees.unr.edu/projects/curved_bridge.html
[42]Cheng-Yu Yang,Moe M S Cheung.Shake Table Test of Cable-stayed Bridge Subjected to Non-Uniform Excitation[A].The Twelfth East Asia-pacific Conference on Structural Engineering and Construction,Procedia Engineering[C],2011,14,931~938
[43]高文军,牛松山,兰海燕.单索面独塔斜拉桥振动台模型试验研究[J].公路交通技术,2010,2:45~48Gao Wen-jun,Niu Song-shan,Lan Hai-yan.Test and Study on Model of Vibrating Table in Cable-stayed Bridge with Single Cable Plane and Single Tower[J].Technology of Highway and Transport,2010,2:45~48(in Chinese)
[44]闫维明,许广,任晓强,等.多点激励下拱桥模型振动台试验及数值模拟研究[J].震灾防御技术,2009,4(2):150~157Yan Wei-ming,Xu Guang,Ren Xiao-qiang,et al.An Arch Bridge Model under Multi-support Excitations—from Shaking Table Test and Numerical Simulations[J].Technology for Earthquake Disaster Prevention,2009,4(2):150~157(in Chinese)
[45]王蕾.大跨度刚构桥地震响应分析及振动台试验研究[D].北京:北京交通大学,2010Wang Lei.Seismic Response Analysis of Long-span Rigid-frame Bridge and the Shaking Table Model Test[D].Beijing:Beijing Jiaotong University,2010(in Chinese)
[46]王利辉.连续刚构桥振动台台阵试验研究[D].北京:北京工业大学,2011Wang Li-hui.Multiple Shaking Table Test of Continuous Rigid Frame Bridge[D].Beijing:Beijing University of Technology,2012(in Chinese)
[47]Yan Wei-ming,Li Yong,Chen Yan-jiang.Seismic Testing of A Long-span Concrete Filled Steel Tubular Arch Bridge[J].Key Engineering Materials,2011,456:99~112
[48]Chen Yan-jiang,Zhou Da-xing,Yan Wei-ming,et al.Shaking Table Test of A Long-span Continues Girder Bridge[J].Advanced Materials Research,2012,446~449:242~246
[49]周大兴.考虑土-结构相互作用大跨径连续梁桥抗震性能研究[D].北京:北京工业大学,2012Zhou Da-xing.Study on Seismic Performance of LongSpan Girder Bridges Considering Soil and Struc-Ture Interaction[D].Beijing:Beijing University of Technology,2012(in Chinese)
[50]李勇.非一致地震激励下高架桥连续梁桥动力响应与控制研究[D].北京:北京工业大学,2012Li Yong.Study on Seismic Response and Control of Continuous Viaducts under Non-uniform Seismic Excitations[D].Beijing:Beijing University of Technology,2012(in Chinese)
[2]Patrick Laplace,David Sanders,Saiid Saiidi M,Bruce Douglas.Shake Table Testing of Flexure Dominated Reinforced Concrete Bridge Columns[R].Report No.CCEER 99-13.A Report for the California Department of Transportation Sacramento,California.December 1999
[3]Patrick Laplace,David Sanders,Saiid Saiidi M.Experimental Study and Analysis of Retrofitted Flexure and Shear Dominated Circular Reinforced Concrete Bridge Columns Subjected to Shake Table Excitation[R].Report No.CCEER 01-6,A Report for the California Department of Transportation Sacramento,California.June 2001
[4]Junichi Sakai,Shigeki Unjoh.Earthquake Simulation Test of Circular Reinforced Concrete Bridge Column under Multidirectional Seismic Excitation[J].Earthquake Engineering and Engineering Vibration,2006,5(1):103~110
[5]Vu Phan,Saiid Saiidi M,John Anderson,et al.NearFault Ground Motion Effects on Reinforced Concrete Bridge Columns[J].Journal of Structural Engineering,2007,133(7):982~989
[6]Arash E Zaghi,Saiid Saiidi M,Amir Mirmiran.Shake Table Response and Analysis of A Concrete-filled FRP Tube Bridge Column[J].Composite Structures,2012,94:1564~1574
[7]叶爱君,袁万城,胡世德.高墩振动台试验研究[J].同济大学学报,1996,24(6):606~612Ye Ai-jun,Yuan Wan-cheng,Hu Shi-de.Shaking Table Test of A Tall Pier Model[J].Journal of Tongji University,1996,24(6):606~612(in Chinese)
[8]卓卫东,范立础.GFRP管-混凝土组合桥墩的概念及其抗震性能[J].福州大学学报(自然科学版),2005,33(1):73~79Zhuo Wei-dong,Fan Li-chu.The Concept and Seismic Performance of GFRP Tube-concrete Composite piers[J].Journal of Fuzhou University(Natural Sciences Edtion),2005,33(1):73~79(in Chinese)
[9]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,2008,28(3):39~46Ai Qing-hua,Li Hong-nan,Wang Dong-sheng,et al.Experimental Evaluation of Seismic Performance of Reinforced Concrete Bridge Piers Designed on the Basis of Displacement(Ⅱ):Shaking Table Test[J].Journal of Earthquake Engineering And Engineering Vibration,2008,28(3):39~46(in Chinese)
[10]彭凯,李建中,朱宇.独柱双层高架桥墩柱振动台试验研究Ⅱ:结构地震反应[J].重庆交通大学学报(自然科学版),2009,28(4):646~651Peng Kai,Li Jian-zhong,Zhu Yu.Shaking Table Tests on Single-column-bent Double-deck Viaduct Pier Model-Ⅱ:Structural Seismic Response[J].Journal of Chongqing Jiaotong University,2009,28(4):646~651(in Chinese)
[11]葛继平,王志强,魏红一.干接缝节段拼装桥墩抗震分析的纤维模型模拟方法[J].振动与冲击,2010,29(3):52~57Ge Ji-ping,Wang Zhi-qiang,Wei Hong-yi.Seismic Performance Analysis of Segmental Bridge Columns with Match-cast Dry Joints Using Fiber Beam-column Element Method[J].Journal of Vibration and Shock,2010,29(3):52~57(in Chinese)
[12]陈永祁,王静,刘林.国外减隔震桥梁的失效分析[J].工程抗震与加固改造,2008,30(5):41~47Chen Yong-qi,Wang Jing,Liu Lin.Failure Analysis of Overseas Seismic Isolated Bridges[J].Earthquake Resistant Engineering and Retrofitting,2008,30(5):41~47
[13]Tsopelas P,Constantinou M C,Okamoto S,et al.Experimental Study of Bridge Seismic Sliding Isolation Systems[J].Engineering Structures,1996,18(4):301~310
[14]Takao Okada,Shigeki Unjoh.Shake Table Tests for Bridge Model Using Structural Control Devices[A].The14th World Conference on Earthquake Engineering[C],October 12~17,2008,Beijing,China
[15]Sanjay S Sahasrabudhe,Satish Nagarajaiah.Semi-active Control of Sliding Isolated Bridges Using MR Dampers:An Experimental and Numerical Study[J].Earthquake Engineering&Structural Dynamics,2005,34(8):965~983
[16]Meng-hao Tsai,Si-yi Wu,Kuo-chun Chang,et al.Shaking Table Tests of A Scaled Bridge Model with Rolling-type Seismic Isolation Bearings[J].Engineering Structures,2007,29(5):694~702
[17]赵威,齐凯,张维华,等.桥梁模型减振方法的试验研究[J].振动与冲击,1991,(3):35~41Zhao Wei,Qi Kai,Zhang Wei-hua,et al.The Experimental Study of Vibration Isolation of Bridge Model[J].Journal of Vibration and Shock,1991,(3):35~41(in Chinese)
[18]张俊平,周福霖,廖蜀樵.桥梁隔震体系振动台试验研究(Ⅲ)-测试结果分析[J].地震工程与工程振动,2002,22(2):136~142Zhang Jun-ping,Zhou Fu-lin,Liao Shu-qiao.Shaking Table Test Study of Bridge Isolation System(Ⅲ)-An Analysis of Measured Results[J].Journal of Earthquake Engineering and Engineering Vibration,2002,22(2):136~142(in Chinese)
[19]王曙光,刘伟庆,徐秀丽,等.大跨连续梁桥纵向消能减震振动台模型试验[J].中国公路学报,2009,22(5):54~59Wang Shu-guang,Liu Wei-qing,Xu Xiu-li,et al.Shaking Table Model Test of Long-span Continuous Girder Bridge with Longitudinal Seismic Energy Dissipating[J].China Journal of Highway and Transport,2009,22(5):54~59(in Chinese)
[20]韩强,杜修力,刘晶波.多维地震作用下隔震桥梁地震反应(Ⅰ)—模型结构振动台试验[J].振动与冲击,2008,27(9):59~65Han Qiang,Du Xiu-li,Liu Jing-bo.Seismic Response of Isolated Bridges with LRB under Multi-directional Earthquake-Part(Ⅱ)Shaking Table Test of Bridge Model[J].Journal of Vibration and Shock,2008,27(9):59~65(in Chinese)
[21]李忠献,张勇,岳福青.地震作用下隔震简支梁桥碰撞反应的振动台试验[J].地震工程与工程振动,2007,27(2):152~157Li Zhong-xian,Zhang Yong,Yue Fu-qing.Shaking Table Test on Pounding Responses of Simply Supported Isolated Bridges under Earthquake Excitation[J].Journal of Earthquake Engineering and Engineering Vibration,2007,27(2):152~157(in Chinese)
[22]Fishman K L,Mander J B,Richards R.Laboratory Study of Seismic Free-field Response of Sand[J].Soil Dynamics and Earthquake Engineering,1995,14:33~43
[23]伍小平,孙利民,胡世德,等.振动台试验用层状剪切变形土箱的研制[J].同济大学学报,2002,30(7):781~785Wu Xiao-ping,Sun Li-min,Hu Shi-de,et al.State Key Laboratory for Disaster Reduction in Civil Engineering[J].Journal of Tongji University,2002,30(7):781~785(in Chinese)
[24]Makris N,Tazoh T,Yun X,et al.Prediction of the Measured Response of Scaled Soil-pile-super Structure System[J].Soil Dynamics and Earthquake Engineering,1997,16:113~124
[25]Shintaro Yao,Koichi Kobayashi,Nozomu Yoshida,et al.Interactive Behavior of Soil-pile-superstructure System in Transient State to Liquefaction by Means of Large Shake Table Tests[J].Soil Dynamics and Earthquake Engineering,2004,24:397~409
[26]Huaren Dou,Peter M Byrne.Dynamic Response of Single Piles and Soil Pile Interaction[J].Canadian Geotechnical Journal,1996,33(1):80~96
[27]Ramin Motamed,Ikuo Towhata.Mitigation Measures for Pile Groups Behind Quay Walls Subjected to Lateral Flow of Liquefied Soil:Shake Table Model Tests[J].Soil Dynamics and Earthquake Engineering,2010,30:1043~1060
[28]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,2002,35(4):91~97Wei Xiao,Fan Li-chu,Wang Jun-jie.Shake Table Test on Soil-pile-structure Interaction[J].China Civil Engineering Journal,2002,35(4):91~97(in Chinese)
[29]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:重庆交通大学,2008Wei Chun-li.Shaking Table Test of Seismic Pile-soilstructure Interaction[D].Chongqing:Chongqing Jiaotong University,2008(in Chinese)
[30]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,2009,42(11):102~107Tang Liang,Ling Xian-zhang,Xu Peng-ju,et al.Shaking Table Tests for Seismic Response of Pilesupported Bridge Structure with Single-column Pier in Liquefiable Ground[J].China Civil Engineering Journal,2009,42(11):101~107(in Chinese)
[31]唐亮,凌贤长,徐鹏举,等.承台型式对可液化场地桥梁桩-柱墩地震响应影响振动台试验[J].地震工程与工程振动,2010,30(1):155~160Tang Liang,Ling Xian-zhang,Xu Peng-ju,et al.Effect of Cap Type on Seismic Responses of Bridge Pile-column Pier in Liquefiable Ground by Shaking Table Test[J].Journal of Earthquake Engineering and Engineering Vibration,2010,30(1):155~160(in Chinese)
[32]Gao Xia,Ling Xian-zhang,Tang Liang,et al.Soil-pilebridge Structure Interaction in Liquefying Ground Using Shake Table Testing[J].Soil Dynamics and Earthquake Engineering,2011,31:1009~1017
[33]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,2006,26(6):164~171Lai Wei,Wang Jun-jie,Wei Xiao,et al.The Shaking Table Test for Submerged Bridge Pier[J].Journal of Earthquake Engineering and Engineering Vibration,2006,26(6):164~171(in Chinese)
[34]宋波,张国明,李悦.桥墩与水相互作用的振动台试验[J].北京科技大学学报,2010,32(3):403~408Song Bo,Zhang Guo-ming,Li Yue.Shaking Table Test of Pier Water Intereaction[J].Journal of University of Science and Technology Beijing,2010,32(3):403~408(in Chinese)
[35]韩亮.桥墩结构模型与水相互作用的水下振动台试验研究[D].大连:大连理工大学,2011Han Liang.The Shaking Table Test for the Model of Submerged Bridge Pier Structures[D].Dalian:Dalian University of Technology,2011(in Chinese)
[36]熊峰.钢管混凝土拱桥抗震性能研究[D].成都:四川大学,2001Xiong Feng.Study on Seismic Behavior of Concrete Filled Steel Tubular Arch Bridges[D].Chengdu:Sichuan University,2001(in Chinese)
[37]周敉,王君杰,袁万城,等.基于精细有限元分析的猎德大桥抗震性能评价[J].同济大学学报,2008,36(2):143~148Zhou Mi,Wang Jun-jie,Yuan Wan-cheng,et al.Seismic Performance Assessment of Liede Bridge Based on Detailed Finite Element Analysis[J].Journal of Tongji University,2008,36(2):143~148(in Chinese)
[38]瞿伟廉,孙五一,周强.万州长江大桥欠质量模型振动台试验研究[J].武汉理工大学学报,2005,27(8):45~48Qu Wei-lian,Sun Wu-yi,Zhou Qiang.Shaking Table Test Research on Insufficient-mass Mode of Wanzhou Yangtze River Bridge[J].Journal of Wuhan University of Technolog,2005,27(8):45~48(in Chinese)
[39]Nathan Johnson,Richard T Ranf,Saiid Saiidi M,et al.Seismic Testing of A Two-Span Reinforced Concrete Bridge[J].Journal of Bridge Engineering,2008,13(2):173~182
[40]Carlos A Cruz Noguez,Saiid Saiidi M.Shake-Table Studies of A Four-Span Bridge Model with Advanced Materials[J].Journal of Structural Engineering,2012,138(2):183~192
[41]Seismic Effects on Multi-span Bridges with High Degrees of Horizontal Curvature.http://nees.unr.edu/projects/curved_bridge.html
[42]Cheng-Yu Yang,Moe M S Cheung.Shake Table Test of Cable-stayed Bridge Subjected to Non-Uniform Excitation[A].The Twelfth East Asia-pacific Conference on Structural Engineering and Construction,Procedia Engineering[C],2011,14,931~938
[43]高文军,牛松山,兰海燕.单索面独塔斜拉桥振动台模型试验研究[J].公路交通技术,2010,2:45~48Gao Wen-jun,Niu Song-shan,Lan Hai-yan.Test and Study on Model of Vibrating Table in Cable-stayed Bridge with Single Cable Plane and Single Tower[J].Technology of Highway and Transport,2010,2:45~48(in Chinese)
[44]闫维明,许广,任晓强,等.多点激励下拱桥模型振动台试验及数值模拟研究[J].震灾防御技术,2009,4(2):150~157Yan Wei-ming,Xu Guang,Ren Xiao-qiang,et al.An Arch Bridge Model under Multi-support Excitations—from Shaking Table Test and Numerical Simulations[J].Technology for Earthquake Disaster Prevention,2009,4(2):150~157(in Chinese)
[45]王蕾.大跨度刚构桥地震响应分析及振动台试验研究[D].北京:北京交通大学,2010Wang Lei.Seismic Response Analysis of Long-span Rigid-frame Bridge and the Shaking Table Model Test[D].Beijing:Beijing Jiaotong University,2010(in Chinese)
[46]王利辉.连续刚构桥振动台台阵试验研究[D].北京:北京工业大学,2011Wang Li-hui.Multiple Shaking Table Test of Continuous Rigid Frame Bridge[D].Beijing:Beijing University of Technology,2012(in Chinese)
[47]Yan Wei-ming,Li Yong,Chen Yan-jiang.Seismic Testing of A Long-span Concrete Filled Steel Tubular Arch Bridge[J].Key Engineering Materials,2011,456:99~112
[48]Chen Yan-jiang,Zhou Da-xing,Yan Wei-ming,et al.Shaking Table Test of A Long-span Continues Girder Bridge[J].Advanced Materials Research,2012,446~449:242~246
[49]周大兴.考虑土-结构相互作用大跨径连续梁桥抗震性能研究[D].北京:北京工业大学,2012Zhou Da-xing.Study on Seismic Performance of LongSpan Girder Bridges Considering Soil and Struc-Ture Interaction[D].Beijing:Beijing University of Technology,2012(in Chinese)
[50]李勇.非一致地震激励下高架桥连续梁桥动力响应与控制研究[D].北京:北京工业大学,2012Li Yong.Study on Seismic Response and Control of Continuous Viaducts under Non-uniform Seismic Excitations[D].Beijing:Beijing University of Technology,2012(in Chinese)
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心