某高校實驗樓b軸鋼框架結構設計及優(yōu)化畢業(yè)設計

1、1某高校實驗樓B軸鋼框架結構設計及優(yōu)化摘要：本文通過計算某高校微電子實驗樓一榀框架了解鋼結構設計的具體流程，再通過SAP2000設計軟件比較電算與手算結果的差異，保證數(shù)據(jù)的準確性，最終利用SAP2000建出整棟框架的的結構模型并優(yōu)化結構用鋼量，達到設計中的又好又省，為未來工作中的實際設計積累寶貴經(jīng)驗。關鍵詞：鋼結構設計SAP2000結構優(yōu)化Acollege’smicroelectronicslabatyBaxissteelframest

2、ructuredesignoptimizationAbstract:Bycalculatingaframewkofacollege’smicroelectronicslabatybuildingtounderstthespecificprocessesofthesteelstructuredesignbyusingSAP2000designsoftwarecomparingthedifferencewiththehcountresult

3、stoensuretheaccuracyofthedataultimatelytheSAP2000builtouttheentirestructuralmodeloptimizetheamountofstructuralsteeltoachievegooddesigninanotherprovincegainvaluableexperienceffuturewkintheactualdesign.Keywd:DesignofSteelS

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

5、.3框架梁端彎矩，剪力，柱端剪力計算..........................................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..........................................................

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

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

9、...............................................415.2.3恒荷載作用下軸力計算..................................................................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.....................................................................................................506內(nèi)力組合.......................................

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

12、................................................................587.構件驗算..............................................................................................................587.1柱的驗算.............................