结构-地基动力相互作用试验研究综述
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摘要
本文对于近几年来结构 -地基动力相互作用试验研究的现状与进展进行了综述 ,重点描述了国内外主要的室内模型试验 ,在此基础上进行一个振动台试验设计 ,最后提出了需要进一步研究和解决的问题
This paper presents a summary of latest development on tests of dynamic Soil-Structure Interaction (SSI), emphasizing the leading laboratory model tests in home and abroad. Based on these studies, a shaking table model test of SSI is designed,and some problems needed to be investigated and solved are brought forward.
This paper presents a summary of latest development on tests of dynamic Soil-Structure Interaction (SSI), emphasizing the leading laboratory model tests in home and abroad. Based on these studies, a shaking table model test of SSI is designed,and some problems needed to be investigated and solved are brought forward.
引文
[1] ChoiJun-Seong,etal.EarthquakeresponseanalysisoftheHualiensoil-structureinterac tionsystembasedonupdatedsoilpropertiesus ingforcedvibrationtestdata.EarthquakeEn gineeringandStructuralDynamics,2001
[2] 贺武斌,贾军刚,白晓红,谢康和承台-群桩-土共同作用的试验研究岩土工程学报,2002;6
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[4] Higuchi,S .etal.SeismicPerformanceofLNGStorageTankFoundationsDuringtheveryLargeEarthquake,12WCEE ,2000
[5] Hatsukazu,etal.DynamicBehaviorofPileFoundationinLiquefactionProcess-ShakingTableTestsUtilizingBigShearBox.12WCEE ,2000
[6] TamuraShuji,etal.DynamicResponseandFailureMechanismsofaPileFoundationDur ingSoilLiquefactionbyShakingTableTestwithaLargeScaleLaminarShearBox.12WCEE ,2000
[7] YasudaSusumu,etal.Large-ScaleShakingTableTestsonPileFoundationsinLiquefiedGround.12WCEE ,2000
[8] NakagawaTaro,etal.ExperimentalStudyontheSoil-Pile-StructureInteractionbyShak ingTableTestsUsingLarge-ScaleLaminarBox.12WCEE ,2000
[9] AdachiNaohito,etal.ExperimentalStudyonPileStressinLiquefiedandLaterallySpreadingSoils.12WCEE ,2000
[10] PhilipJMeymand,etal.LargeScaleShakingTableTestsofSeismicSoil-PileInteractioninSoftClay.12WCEE ,2000
[11] Nakahara,etal.anExperimentalStudyonthePierDamagenby1995HyogokennanbuEarthquake.12WCEE ,2000
[12] K .SatoAndT .Matsuda.EffectoftheGrid-ShapedStabilizedGroundImprovementtoLiquefiableGround.12WCEE ,2000
[13] 宫必宁,赵大鹏地下结构与土动力相互作用试验研究三峡大学学报(自然科学版),2002(6)
[14] 陈国兴,王志华,宰金珉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,2001(4)
[15] 王志华,陈国兴,宰金珉考虑SSI效应的TMD减震特性振动台模型试验南京工业大学学报,2002(5)
[16] 楼梦麟,王文剑,马恒春,朱彤土-桩-结构相互作用体系的振动台模型试验同济大学学报,2001(7)
[17] 韦晓,范力础,王军杰考虑桩-土-桥梁结构相互作用振动台试验研究土木工程学报,2002(4)
[18] 吕西林,陈跃庆,陈波,黄炜,赵凌结构-地基相互作用体系振动台模型试验研究地震工程与工程振动,2000(4)
[2] 贺武斌,贾军刚,白晓红,谢康和承台-群桩-土共同作用的试验研究岩土工程学报,2002;6
[3] A .Ohtsuki,K .FukutakeandM .Sato.Ana lyticalandCentrifugeStudiesofPileGroupsinLiquefiableSoilbeforeandafterSiteRemedia tion.EarthquakeEngineeringandStructuralDynamics,1998;27
[4] Higuchi,S .etal.SeismicPerformanceofLNGStorageTankFoundationsDuringtheveryLargeEarthquake,12WCEE ,2000
[5] Hatsukazu,etal.DynamicBehaviorofPileFoundationinLiquefactionProcess-ShakingTableTestsUtilizingBigShearBox.12WCEE ,2000
[6] TamuraShuji,etal.DynamicResponseandFailureMechanismsofaPileFoundationDur ingSoilLiquefactionbyShakingTableTestwithaLargeScaleLaminarShearBox.12WCEE ,2000
[7] YasudaSusumu,etal.Large-ScaleShakingTableTestsonPileFoundationsinLiquefiedGround.12WCEE ,2000
[8] NakagawaTaro,etal.ExperimentalStudyontheSoil-Pile-StructureInteractionbyShak ingTableTestsUsingLarge-ScaleLaminarBox.12WCEE ,2000
[9] AdachiNaohito,etal.ExperimentalStudyonPileStressinLiquefiedandLaterallySpreadingSoils.12WCEE ,2000
[10] PhilipJMeymand,etal.LargeScaleShakingTableTestsofSeismicSoil-PileInteractioninSoftClay.12WCEE ,2000
[11] Nakahara,etal.anExperimentalStudyonthePierDamagenby1995HyogokennanbuEarthquake.12WCEE ,2000
[12] K .SatoAndT .Matsuda.EffectoftheGrid-ShapedStabilizedGroundImprovementtoLiquefiableGround.12WCEE ,2000
[13] 宫必宁,赵大鹏地下结构与土动力相互作用试验研究三峡大学学报(自然科学版),2002(6)
[14] 陈国兴,王志华,宰金珉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,2001(4)
[15] 王志华,陈国兴,宰金珉考虑SSI效应的TMD减震特性振动台模型试验南京工业大学学报,2002(5)
[16] 楼梦麟,王文剑,马恒春,朱彤土-桩-结构相互作用体系的振动台模型试验同济大学学报,2001(7)
[17] 韦晓,范力础,王军杰考虑桩-土-桥梁结构相互作用振动台试验研究土木工程学报,2002(4)
[18] 吕西林,陈跃庆,陈波,黄炜,赵凌结构-地基相互作用体系振动台模型试验研究地震工程与工程振动,2000(4)
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