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
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摘要
本文在全面归纳与总结液化场地桩 -土 -桥梁结构动力相互作用振动台试验及与之相关领域的国内外研究进展基础上 ,直接针对我国桥梁工程中的主要震害问题 ,提出在我国开展液化场地桩 -土 -桥梁结构动力相互作用振动台试验研究的必要性 ,并阐述作者对液化场地桩 -土 -桥梁结构动力相互作用振动台试验中若干问题的认识
In this paper, the researches of shaking table test for seismic interaction of pile soil bridge structure in case of soil liquefaction caused by earthquake are reviewed,and based on seismic damage to domestic bridge engineering, the authors point out that it is necessary to carry out the test in our country, and some issues of the test are presented.
In this paper, the researches of shaking table test for seismic interaction of pile soil bridge structure in case of soil liquefaction caused by earthquake are reviewed,and based on seismic damage to domestic bridge engineering, the authors point out that it is necessary to carry out the test in our country, and some issues of the test are presented.
引文
[1] KawashimaK ,UnjohS·ImpactofHanshin/AwajieEarthquakeonSeismicDesignandSeismicStrengtheningofHighwayBridges[J]·StruralEng./EarthquakeEng.JSCE ,1996,13(2):211-240.
[2] BuckleIG ,CooperJD·MitigationofSeismicDamagestoLifelines:HighwaysandRailroads[A]·SchiffA .T .Edited.CriticalIssuesandStateofArtinLifelineEarthquakeEngineering[C].NewYork:ASCE ,1995:121-126.
[3] 刘恢先.唐山大地震震害(三)[M].北京:地震出版社,1986.
[4] 石兆吉,王兰民.土壤动力特性—液化势及危害性评价[M ].北京:地震出版社,1999.
[5] 陈文化,孙巨平,徐兵.砂土地震液化的研究现状及发展趋势[J].世界地震工程,1999,15(1):16-24.
[6] HarryGC ,JamesKM .GuidetoRemedialMeasuresforLiquefactionMitigationatExistingHighwayBridge13Site[R].TechnicalReportNCEER -99-0015,StateUniversityofNewYorkatBuffalo,1999.
[7] KagawaT ,MinowaC ,MizunoH ,etal.ShakingTableTestingonPilesinLiquefyingSand[A].Proc.of5thUSNationalConf.OnEarthq.Eng.,Chicago,1994,4:107-116.
[8] KagawaT ,MinowaC ,AbeA .EDUSProject(EarthquakeDamagetoUndergroundStructures)[A].12WCEE[C],NewZealand,2000,Refer enceNO .0329.
[9] LysmerJ.FLUSH -AComputerProgramforApproximate3-DAnalysisofSoil-StructureInteractionProblems[R].TechnicalReportEERC-75-30,UniversityofCaliforniaatBerkeley,1975.
[10] TamuraS ,SuzukiY ,TsuchiyaT ,etal.DynamicResponseandFailureMechanismsofaPileFoundationduringSoilLiquefactionbyShakingTableTestwithaLarge-scaleLaminarShearBox[A].12WCEE[C].NewZealand,2000,ReferenceNO .0903.
[11] FunaharaH ,FujiiS ,TamuraS .NumericalSimulationofPileFailureinLiquefiedSoilObservedinLarge-scaleShakingTableTest[A].12WCEE[C].NewZealand,2000,ReferenceNO .0927
[12] KuboK·VibrationTestofaStructureSupportedbyPileFoundation[A].4WCEE[C].Chile,1969,3:A6-1-A6-12.
[13] MizunoH ,IibaM ,KitagawaY .ShakingTableTestingofSeismicBuilding-pile-two-layered-soilInteraction[A].8WCEE[C].USA ,1984,3:649-656.
[14] 范立础,韦晓·桩-土-结构动力相互作用试验研究现状[A].大型复杂结构的关键科学问题研究文集[C].大连理工大学,1999,170-178.
[15] 何度心·桥梁振动研究[M ].北京:地震出版社,1989.
[16] 范立础·桥梁抗震[M ].上海:同济大学出版社,1997.
[17] GanveT ,YamazakiF ,IshizakH ,etal.ResponseAnalysisoftheHIGASHI -KOBEBridgeandSurroundingSoilinthe1995HYOGOKEN -NANBUEarthquake[J].EarthquakeEngng.Struct.Dyn.,1998,27(3):557-576.
[18] 吕西林,陈跃庆,陈波·结构-地基动力相互作用体系振动台模拟试验研究[J].地震工程与工程振动,2000,20(4):20-29.
[19] 顾金钧·九江长江大桥引桥墩体抗震模型试验研究[J].桥梁建设,1982,(4):21-27
[20] 项海帆·21世纪世界桥梁工程的展望[J].土木工程学报,2000,33(3):1-6.
[21] RODavis,JBBerrill.EnergyDissipationandSeismicLiquefactioninSands[J].EarthquakeEngineeringandStructuralDynamics,1982,10(1):117-129.
[22] KTakeshi,IYoshito.CorrelationbetweenNonlinearResponseofBridgePiersandNatural-Period-DependentSpectrumIntensity[A].12WCEE[C].NewZealand,2000,ReferenceNO .0806.
[23] WSmith.Non-reflectingPlaneBoundaryforWavePropagationProblems[J].J .Comp.Phys.,1973,15.
[24] 廖振鹏,黄孔亮,杨柏坡,袁一凡·暂态透射边界[J].中国科学,1984,4(6):109-115.
[25] 凌贤长,张克绪.在二维应力状态下地震触发砂土液化动应力条件[J].地震工程与工程地震,2000,20:85-91.
[26] 凌贤长,王丽霞,周宏.地震触发砂土液化总应力判别法[J].地震工程与工程震动,2001,21(1):99-104.
[27] StarkTD ,OlsonSM .LiquefactionResistanceUsingCPTandFieldCaseHistories[J]·J.Geotech.Engrg.,ASCE ,1995,121(12):107-114.
[28] OhtsukiA ,Fukutake,KSatoM .AnalyticalandCentrifugeStudiesofPileGroupsinLiquefiableSoilbeforeandafterSiteRemediation[J].EarthquakeEngng.Struct.Dyn.,1998,27(1):1-14.
[29] ShaominW ,KutterBL ,ChackoJ ,etal.NonlinerSeismicSoil-StructureInteraction[J]·EarthquakeSpectra,1998,14(2):377-396.
[30] SpaconeE ,FillppouFC ,TaucerFF .FiberBeam-ColumnModelforNonlinerAnalysisofRCFrame[J].EarthquakeEngng.Struct.Dyn.,1996,25(4):711-742.
[31] SasakiY .ExperimentalStudyonLateralFlowofGroundInducedbySoilLiquefaction[A]·Proceedingsof8thJapanEarthquakeEngineeringSymposium[C].1990,Vol(1):825-830.
[32] Tokida,K .SimplifiedProceduretoEstimateFlowbySoilLiquefaction[J].SoilDynamicsandEarthquakeEngineering,1993,(6):381-396.
[33] KagawaT ,MinowaC ,MizunoH ,etal.ShakingTableTestingonPilesinLiquefingSand[A].Proc.ofFifthUSNationalConf.onEarthq.Eng[C].Chicago,1994,4:109-117.
[34] 林皋,朱彤,林蓓·结构动力模型试验的相似技巧[J].大连理工大学学报,2000,40(1):1-8.
[35] 楼梦麟,王文剑,朱杉,等.土-结构体系振动台模拟试验中土层边界影响问题[J].地震工程与工程振动,2000,20(4):30-36.
[36] 吕西林,陈跃庆.结构-地基相互作用体系的动力相似关系研究[J].地震工程与工程振动,2001,21(3):85-92.
[37] FukutakeK ,etal.AnalysisofSaturatedDenseSand-structureSystemandComparisonwithResultsfromShakingTableTest[J].EarthquakeEngineering&StructuralDynamics,1990,19(7):977-992.
[38] KonagaiK ,NogamiT .Analogcircuittosimulatedynamicsoil-structureinteractioninshakingtabletest[J].SoildynamicsandEarthquakeEn gineering,1998,17:279-287.
[39] OhtsukiA ,etal.ThreedimensionalEffectiveAnalysisForEvaluatingResponseofGroupPileFoundationunderLiquefaction[J].JournalofStructuralMechanicsandEarthquakeEngineering,JSCE ,1994,28:101-110.
[40] YasudaS ,etal.Large-scaleShakingTableTestsonPileFoundationsinLiquefiedGround[A].12WCEE[C].NewZealand,2000,PaperNo.1474.
[2] BuckleIG ,CooperJD·MitigationofSeismicDamagestoLifelines:HighwaysandRailroads[A]·SchiffA .T .Edited.CriticalIssuesandStateofArtinLifelineEarthquakeEngineering[C].NewYork:ASCE ,1995:121-126.
[3] 刘恢先.唐山大地震震害(三)[M].北京:地震出版社,1986.
[4] 石兆吉,王兰民.土壤动力特性—液化势及危害性评价[M ].北京:地震出版社,1999.
[5] 陈文化,孙巨平,徐兵.砂土地震液化的研究现状及发展趋势[J].世界地震工程,1999,15(1):16-24.
[6] HarryGC ,JamesKM .GuidetoRemedialMeasuresforLiquefactionMitigationatExistingHighwayBridge13Site[R].TechnicalReportNCEER -99-0015,StateUniversityofNewYorkatBuffalo,1999.
[7] KagawaT ,MinowaC ,MizunoH ,etal.ShakingTableTestingonPilesinLiquefyingSand[A].Proc.of5thUSNationalConf.OnEarthq.Eng.,Chicago,1994,4:107-116.
[8] KagawaT ,MinowaC ,AbeA .EDUSProject(EarthquakeDamagetoUndergroundStructures)[A].12WCEE[C],NewZealand,2000,Refer enceNO .0329.
[9] LysmerJ.FLUSH -AComputerProgramforApproximate3-DAnalysisofSoil-StructureInteractionProblems[R].TechnicalReportEERC-75-30,UniversityofCaliforniaatBerkeley,1975.
[10] TamuraS ,SuzukiY ,TsuchiyaT ,etal.DynamicResponseandFailureMechanismsofaPileFoundationduringSoilLiquefactionbyShakingTableTestwithaLarge-scaleLaminarShearBox[A].12WCEE[C].NewZealand,2000,ReferenceNO .0903.
[11] FunaharaH ,FujiiS ,TamuraS .NumericalSimulationofPileFailureinLiquefiedSoilObservedinLarge-scaleShakingTableTest[A].12WCEE[C].NewZealand,2000,ReferenceNO .0927
[12] KuboK·VibrationTestofaStructureSupportedbyPileFoundation[A].4WCEE[C].Chile,1969,3:A6-1-A6-12.
[13] MizunoH ,IibaM ,KitagawaY .ShakingTableTestingofSeismicBuilding-pile-two-layered-soilInteraction[A].8WCEE[C].USA ,1984,3:649-656.
[14] 范立础,韦晓·桩-土-结构动力相互作用试验研究现状[A].大型复杂结构的关键科学问题研究文集[C].大连理工大学,1999,170-178.
[15] 何度心·桥梁振动研究[M ].北京:地震出版社,1989.
[16] 范立础·桥梁抗震[M ].上海:同济大学出版社,1997.
[17] GanveT ,YamazakiF ,IshizakH ,etal.ResponseAnalysisoftheHIGASHI -KOBEBridgeandSurroundingSoilinthe1995HYOGOKEN -NANBUEarthquake[J].EarthquakeEngng.Struct.Dyn.,1998,27(3):557-576.
[18] 吕西林,陈跃庆,陈波·结构-地基动力相互作用体系振动台模拟试验研究[J].地震工程与工程振动,2000,20(4):20-29.
[19] 顾金钧·九江长江大桥引桥墩体抗震模型试验研究[J].桥梁建设,1982,(4):21-27
[20] 项海帆·21世纪世界桥梁工程的展望[J].土木工程学报,2000,33(3):1-6.
[21] RODavis,JBBerrill.EnergyDissipationandSeismicLiquefactioninSands[J].EarthquakeEngineeringandStructuralDynamics,1982,10(1):117-129.
[22] KTakeshi,IYoshito.CorrelationbetweenNonlinearResponseofBridgePiersandNatural-Period-DependentSpectrumIntensity[A].12WCEE[C].NewZealand,2000,ReferenceNO .0806.
[23] WSmith.Non-reflectingPlaneBoundaryforWavePropagationProblems[J].J .Comp.Phys.,1973,15.
[24] 廖振鹏,黄孔亮,杨柏坡,袁一凡·暂态透射边界[J].中国科学,1984,4(6):109-115.
[25] 凌贤长,张克绪.在二维应力状态下地震触发砂土液化动应力条件[J].地震工程与工程地震,2000,20:85-91.
[26] 凌贤长,王丽霞,周宏.地震触发砂土液化总应力判别法[J].地震工程与工程震动,2001,21(1):99-104.
[27] StarkTD ,OlsonSM .LiquefactionResistanceUsingCPTandFieldCaseHistories[J]·J.Geotech.Engrg.,ASCE ,1995,121(12):107-114.
[28] OhtsukiA ,Fukutake,KSatoM .AnalyticalandCentrifugeStudiesofPileGroupsinLiquefiableSoilbeforeandafterSiteRemediation[J].EarthquakeEngng.Struct.Dyn.,1998,27(1):1-14.
[29] ShaominW ,KutterBL ,ChackoJ ,etal.NonlinerSeismicSoil-StructureInteraction[J]·EarthquakeSpectra,1998,14(2):377-396.
[30] SpaconeE ,FillppouFC ,TaucerFF .FiberBeam-ColumnModelforNonlinerAnalysisofRCFrame[J].EarthquakeEngng.Struct.Dyn.,1996,25(4):711-742.
[31] SasakiY .ExperimentalStudyonLateralFlowofGroundInducedbySoilLiquefaction[A]·Proceedingsof8thJapanEarthquakeEngineeringSymposium[C].1990,Vol(1):825-830.
[32] Tokida,K .SimplifiedProceduretoEstimateFlowbySoilLiquefaction[J].SoilDynamicsandEarthquakeEngineering,1993,(6):381-396.
[33] KagawaT ,MinowaC ,MizunoH ,etal.ShakingTableTestingonPilesinLiquefingSand[A].Proc.ofFifthUSNationalConf.onEarthq.Eng[C].Chicago,1994,4:109-117.
[34] 林皋,朱彤,林蓓·结构动力模型试验的相似技巧[J].大连理工大学学报,2000,40(1):1-8.
[35] 楼梦麟,王文剑,朱杉,等.土-结构体系振动台模拟试验中土层边界影响问题[J].地震工程与工程振动,2000,20(4):30-36.
[36] 吕西林,陈跃庆.结构-地基相互作用体系的动力相似关系研究[J].地震工程与工程振动,2001,21(3):85-92.
[37] FukutakeK ,etal.AnalysisofSaturatedDenseSand-structureSystemandComparisonwithResultsfromShakingTableTest[J].EarthquakeEngineering&StructuralDynamics,1990,19(7):977-992.
[38] KonagaiK ,NogamiT .Analogcircuittosimulatedynamicsoil-structureinteractioninshakingtabletest[J].SoildynamicsandEarthquakeEn gineering,1998,17:279-287.
[39] OhtsukiA ,etal.ThreedimensionalEffectiveAnalysisForEvaluatingResponseofGroupPileFoundationunderLiquefaction[J].JournalofStructuralMechanicsandEarthquakeEngineering,JSCE ,1994,28:101-110.
[40] YasudaS ,etal.Large-scaleShakingTableTestsonPileFoundationsinLiquefiedGround[A].12WCEE[C].NewZealand,2000,PaperNo.1474.
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