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《框支剪力墻結(jié)構(gòu)的彈性靜力分析》由會員上傳分享，免費(fèi)在線閱讀，更多相關(guān)內(nèi)容在學(xué)術(shù)論文-天天文庫。
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
