結(jié)構(gòu)-地基相互作用體系振動(dòng)臺(tái)試實(shí)驗(yàn)與研究.pdf

1、同濟(jì)大學(xué)碩士學(xué)位論文結(jié)構(gòu)地基相互作用體系振動(dòng)臺(tái)試實(shí)驗(yàn)與研究姓名：黃煒申請(qǐng)學(xué)位級(jí)別：碩士專業(yè)：結(jié)構(gòu)工程指導(dǎo)教師：呂西林20000301AbstractTheresearchofSoilStructureInteractionisofgreatimportancetotheexactunderstandingof曲眥tIlreperformanceduringearthquakenlissubjecthasbeenwidelvstudied

2、formanyyearsHoweverduetothecomplexityanddifficultyofthisproblem，alargeamountofresearchworkhasbeenconcentratedontheoreticalanalysisandcalculationanalysiswithtewtestsresearchIntherecentdecade，somecountriessuchasJapanandUSA

3、havesetastarttocarryonribrationtestsandshakingtablemodeltestsIthasbecomemoreandmoreurgenttotestifythetheoreticalresearchresultswithfieldtestsorshakingtablemocIeltestsBasedonthisbackgroundthepaperdevelopstheresearchontIli

4、ssubjectwithshakingtablemodeltestsandgetsaprimarycomprehensionofSoil—Stmc恤InteractionsystemseismiceffectsandregularitiesAsaresultthisP印erwillprovideatestresearchreferencetothethorol：IghunderstandingofthesubjectThepaperse

5、tsforththeSoil—S饑lctLIreInteractioneffectsbrieflyandintroducesthestateof一山eartofthetheoreticalanalysisandtestresearchonthissubjectAccordingtotheexistingtestresearchprojects，someproblemsarepointedoutandsummarizedThedynami

6、cresponseandfailuremechanismofSoil—StnlctureInteractionsystemcanberealizedthroughearthquakedrainagecasestudyForalongtime，thismethodhavebeenaimportantreferenceforpeopletodevelopaseismicdesign，modifyaseismictechnologyandbr

7、oadentheresearchareaThispapersummarizesthedamagecasesofsomenotedstrongearthquakesandprovidestheseismicdamagegistfortheintegratedanalysismethodandaseismicdesignconsideringSoil—StrucmreInteractionCoupledwithshakingtablemod

8、eltests，thispaperdesignamodelboxwitlIflexibleboundaryandtectonictreatmenttoeliminatetheboxefl’ectInadditionshakingtablemodelsimilitudedesignisalsodevelopedAseriesofshakingtabletestsonSoilStnlctIlreInteractionwasperformed

9、inthisdissertation，including1：20concretionsollfreefieldmodel，concretionsoil3x3pilefoundationmodeiwithsinglecolumnnon—concretionsollfreefieldmodel，nonconcretionsoll3x3pilefoundationmodelwitllsinglecolumn，nonconcretionsoil

10、boxfoundationIilodelwithsirl西ecolunm，l：10nonconcretionsollfreefieldmodel，nonconcretionsoll3x3pilefoundationmodelwithsinglecolumn，nonconcretionsolIboxfoandationmodelwithsinglecolumnDuringthetests，differentearthquakewaves，

11、foandationformsandsuperstructureformsareusednlispaperdescribestheobservedphenomenonofthetestsindetailsWmlcomparisonanalysisofdifferenttestresuIts，thescsimicreslclonsecharacteristicsandregularitiesofSoil—StructureInteract