某高校實(shí)驗(yàn)樓b軸鋼框架結(jié)構(gòu)設(shè)計(jì)及優(yōu)化畢業(yè)設(shè)計(jì)

1、1某高校實(shí)驗(yàn)樓B軸鋼框架結(jié)構(gòu)設(shè)計(jì)及優(yōu)化摘要：本文通過計(jì)算某高校微電子實(shí)驗(yàn)樓一榀框架了解鋼結(jié)構(gòu)設(shè)計(jì)的具體流程，再通過SAP2000設(shè)計(jì)軟件比較電算與手算結(jié)果的差異，保證數(shù)據(jù)的準(zhǔn)確性，最終利用SAP2000建出整棟框架的的結(jié)構(gòu)模型并優(yōu)化結(jié)構(gòu)用鋼量，達(dá)到設(shè)計(jì)中的又好又省，為未來工作中的實(shí)際設(shè)計(jì)積累寶貴經(jīng)驗(yàn)。關(guān)鍵詞：鋼結(jié)構(gòu)設(shè)計(jì)SAP2000結(jié)構(gòu)優(yōu)化Acollege’smicroelectronicslabatyBaxissteelframest

2、ructuredesignoptimizationAbstract:Bycalculatingaframewkofacollege’smicroelectronicslabatybuildingtounderstthespecificprocessesofthesteelstructuredesignbyusingSAP2000designsoftwarecomparingthedifferencewiththehcountresult

3、stoensuretheaccuracyofthedataultimatelytheSAP2000builtouttheentirestructuralmodeloptimizetheamountofstructuralsteeltoachievegooddesigninanotherprovincegainvaluableexperienceffuturewkintheactualdesign.Keywd:DesignofSteelS

4、tructuresSAP2000Structuraloptimization34.5.1層間側(cè)移驗(yàn)算..................................................................................214.5.2柱彎矩值及剪力值計(jì)算..................................................................234.5

5、.3框架梁端彎矩，剪力，柱端剪力計(jì)算..........................................244.6水平地震作用下框架手算電算內(nèi)力圖....................................................264.6.1水平地震作用下的彎矩圖..............................................................264.6.2

6、水平地震作用下的剪力圖..............................................................284.6.3水平地震作用下的軸力圖..............................................................294.7本章小結(jié)..........................................................

7、...........................................305.豎向荷載作用下的內(nèi)力計(jì)算..............................................................................305.1豎向荷載統(tǒng)計(jì)........................................................................

8、.....................305.2分層法計(jì)算豎向荷載作用下框架內(nèi)力.....................................................365.2.1荷載作用下彎矩計(jì)算......................................................................365.2.2荷載作用下剪力計(jì)算.......................

9、...............................................415.2.3恒荷載作用下軸力計(jì)算..................................................................425.3恒載作用下的手算電算內(nèi)力圖比較.........................................................435.4活載作用下的手算

10、電算內(nèi)力圖比較.........................................................475.5本章小結(jié).....................................................................................................506內(nèi)力組合.......................................

11、......................................................................506.1框架內(nèi)力組合.............................................................................................506.2本章小結(jié).....................................

12、................................................................587.構(gòu)件驗(yàn)算..............................................................................................................587.1柱的驗(yàn)算.............................