高層建筑框-剪結(jié)構(gòu)空間仿真分析研究.pdf

1、西南交通大學(xué)碩士學(xué)位論文高層建筑框剪結(jié)構(gòu)空間仿真分析研究姓名：張浩申請學(xué)位級(jí)別：碩士專業(yè)：結(jié)構(gòu)工程指導(dǎo)教師：杜正國2001.1.1西南交通大學(xué)碩士研究生學(xué)位論文第Ⅱ頁AbstractThispaper，byusingofthelargescalefiniteelementanalyze(FEA)softwareALGOR99，analyzethetallbuildingframeshearwallstructureaccuratelyC

2、ontentincludethreeportions：thebasictheoryaboutFEA；themethodoferectingsimulativemodel；calculatethemodelandanalyzetheresultAlsodiscussanddiscoverysomeproblemabouttallbuildingAuthor’sworkconvergein：1SimulativeanalyzeThesimu

3、lativemodelisestablishedby3Dbrickelement，itcanaccuratesimulatestructuralcomponent’sspatiallocation，actualsize，materialproperties，linktypeandloadexertBaseonthesimulativemodel，wecanmakealargescaleanalysisforentirestructure

4、Andemphasisontheseproblem：thestressdistributionruleintheplacewhichconnectbeam，columnandfloorslab；thestressesconvergeinshearwallhole；theaffectionduetoeccentricconnectionbetweenbeamandcolumn，theshearwallandcolumn’saxialdef

5、ormationduetoverticalloadtheaffectionduetoeccentriclinkbetweentheuppercolumnandthelowercolumn，ifaccountfortheslab’srigid，thedeformabletoleranceamongdifferentnodewhichlocateatsameslabplane2Simulatetheconstructionprocessth

6、atexertverticalloadInorderthatanalyzetheeffectofaxialdeformation，a3Dmodelbeconstructeedwithbeamelementandplateelement，theframeisimitatedasbeamelement，shearwallisimitatedasplateelementSowecancalculateandanalyzethestructur

7、ewhichenduredconstructionload，utilizetowmethod，calculatestructuretogettransformativeconditionandtheinternalforceschangeofbeamwhichlinkcolumnandshearwall，andcontrasttheseresultssothatgetthebettermethodTheanalysismethodtha