变剪模半空间上基础竖向振动分析与土动力特性试验分析

变剪模半空间上基础竖向振动分析与土动力特性试验分析

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时间:2019-06-25

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1、硕士学位论文ABSTRACTAnintegralrepresentationfordisplacementsofacircularfootingvibratingverticallywithalinearwavevelocityonaelastichalf—spacewhoseshearmoduluschangesnon—linearlywithdepthwaspresentedbyanalysis.dynamictriaxialtestondynamicmodulusanddampingratioofsoilswasalsoca

2、triedout.Soil·structuredynamicinteractionisaobjectivephenomenon,Whileanalyzingthesoil—structuredynamicinteraction,tiisoffirstimportancetObuildthetranslationrelationshipbetweenthevibrationofsiteandstructure.Itisaeffectivewaytofocusontheanalysisoftheforceandmovmentofthe

3、foundationwhilebuildingthatrelationship.Inthiswaythefoundationwillbeeffectedbythevibrationforceofthestructure.AllthisforcewillbefcIrmulatedwithmovementoftheundersideoffoundation.SOtiistheprincipalsteptOconfirmthemovementoftheundersideoffoundation.,sequentiallyconfirmt

4、herigidoffoundation.Oncetherigidoffoundationisfound,itcanbethereferenceoftheintegermovementeq—uation.Otherwise,themeaningofdynamicrigidoffoundationtodanamicmachinefoundationisobviously.Basedontheresearchandthepracticaldatum,asitemodelispresentedthattheshearmodulusisdi

5、stributedexponentiallyincreasingwithdepth.Themethodofintegraltransformhasbeenintroducedfortheanalysisofacircularfootingvib—ratingverticallywithalinearwavevelocityonaelastichalf—spacewhoseshearmoduluschangesnon—linearlywithdepth.Thedynamicproblemcouldbeform—ulatedasase

6、tofdualintegralequations.Anintegralrepresentationfordispt—acementswaspresentedbyanalysis.Therepresentationcanbeusedtonumericalanalysisandtheoryreference.Furthermore,thecarveoffrequenceandresponseispresented.Indynamicanalysisitisimportanttomakecleardynamicbehaviorofsit

7、esoils,ofwhichtheparametersarenecessaryfortheoreticalanalysisandnumericalanalysis.Thenoneoftheproblemsintheprojectishowtodeterminethepar—ametersandtheirregularityusingthetestequipments.Thereforedynamictriaxialtestisconductedtodeterminethedynamicmodulusanddampingratioo

8、fsiltycla—Yofthesite,whereamodeltestaboutsoil—foundation—structuredynamicinteract—ionwillbedone。Becausetherelationshipcurves

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