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1、西南交通大學(xué)碩士學(xué)位論文框支剪力墻結(jié)構(gòu)的彈性靜力分析姓名:魏文杰申請學(xué)位級別:碩士專業(yè):結(jié)構(gòu)工程指導(dǎo)教師:彭偉20081201西南交通大學(xué)碩士研究生學(xué)位論文第1l頁AbstractRecently,themodemhigh-risebuildingisdevelopedinthecomprehensivedirectionwithcomplicatedfiguresandvariousfunctions,andthehigh—risebuildingwithtransferfloorisincreasinglyappliedinrecentyears.Thegird
2、ertransferflooriswidelyusedindesignofhigh-risebuildingswiththecharacteristicsofclear-edge,clear—channel,simplestructureandSOon.Amongthegirdertransferfloor,transferbeamwithshearwallonit,asFrame—supportedShearWallStructureisthemostfamiliarform.Inthispaper,stressanalysisofframedshearwallw
3、ithfullspanwall、framedshearwallwithunfullspanwallandframedshearwallwithdouble—pierwallorthree—pierwallunderverticaluniformloadsandhorizontaluniformloadswasstudiedbyapplyingthelargegeneralsoftwareANSYS.Italsosummarizethestressdistributionrulesofshearwallandtransferbeam.Mainconclusionsas
4、below:l、Undertheverticaluniformloads,theinfluenceonthepierstressofflamedshearwallwithfullspanwallinducedbytransferbeamisintherangeofspanheight,whichisintherangeofhalf-storeyheightofframedshearwallwithunfullspanwallandstoreyheightofframedshearwallwithdouble—pierwallorthree-pierwall.2、Un
5、dertheverticaluniformloads,largehorizontalstress、verticalstressesandshearstressesexistonthebottomofshearwall,whichshouldbetakenseriouslywhendesigning.3、Undertheverticaluniform10ads。thereiSaxialtensionindifferentformsofframe—supportedbeamsatdifferentdegree,whichismostobviousintheflameds
6、hearwallwithfullspanwall.Asthelengthofshearwallbecomeshorter,theaxialtensioninbeamgraduallydecreases.4、Undertheverticalhorizontalloads.onesideclosetooutsideforceiSsubjectedtotension,andtheothersidebearpressureonthebottomofthelimb西南交通大學(xué)碩士研究生學(xué)位論文第fII頁ofshearwall.5、Undertheverticalhorizon
7、talloads.thestressdistributionrulesofframe—supportedbeamofframedshearwallwithfullspanwall、thegirdersegmentundertheshearwallofframedshearwallwithunfullspanwallandtheopeningofflamedshearwallwithdouble-·pierwallorthree··pierwallshowssimilaritieswiththatofframebeam.ThestressinbeamiSveryc