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ID:39113679
大小:2.00 MB
页数:66页
时间:2019-06-25
《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》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
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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