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1、吉林建筑工程學院畢業(yè)設計計算書水平地震作用下的內力計算畢業(yè)論文目錄1.摘要··········································22.設計概況······································63.結構布置·······································64.荷載計算······································95.重力荷載標準值計算····························116.水平地震作用下的內力計算·····················
2、19-130-吉林建筑工程學院畢業(yè)設計計算書7.風荷載作用下框架內力計算······················278.豎向荷載作用下框架內力計算···················319.框架梁柱的內力組合····························5410.框架柱驗算···································5411.框架梁驗算··································6712.節(jié)點設計····································6913.壓型鋼板組合樓板計算········
3、················8214.組合次梁設計-130-吉林建筑工程學院畢業(yè)設計計算書································9315.樓梯計算···································10316.基礎計算···································108電算校核······································114參考文獻······································120致謝·····························
4、·············122摘要本工程為吉林省長春市新高辦公樓新建工程，采用框架結構（全鋼結構），主體6層，抗震設防烈度為7度，場地類別為II類。主導風向為西南風，基本風壓0.65KN/m2-130-吉林建筑工程學院畢業(yè)設計計算書，基本雪壓0.35KN/m2。樓板、屋蓋均采用壓型鋼板組合樓板。本設計選取7軸所在的橫向框架作為結構計算單元，先后進行了橫豎向荷載下的內力分析、內力組合、施工圖繪制等工作，具體包括：荷載匯集，重力荷載代表值的計算，橫向框架側移剛度計算，水平地震荷載作用下的內力計算及位移驗算。風荷載作用下的內力計算及位移驗算，豎向荷載作用下框架內力計算，框架的內力組
5、合，柱下獨立基礎、標準層樓板、框架梁、框架柱、樓梯的配筋計算?？蚣芰?、框架柱、樓板、基礎及樓梯的平法施工圖繪制。整個結構在設計過程中，嚴格遵循相關的專業(yè)技術規(guī)范的要求，參考相關資料和有關最新的國家標準規(guī)范，對設計的各個環(huán)節(jié)進行綜合全面的科學性考慮。認真貫徹了“安全、經濟、適用、美觀”的設計原則。關鍵詞：全鋼框架結構；辦公樓；結構設計ThisengineerinisanewconstructionforXINGAOofficebuildinginthecityofchangchun,Usingframestructure(steelstructure),principalpart
6、isfive–storey,seismicfortificationntensityis7degrees,siteclassificationisⅡ.Thedominantwinddirectionissouth-west,referencewindpressure-0.65kN/㎡andthereferencesnowpressure-0.35KN/㎡.Thetypesoffloororroofstructureis-130-吉林建筑工程學院畢業(yè)設計計算書pressedsteelplatecombinesbuildingplank.Thisdesignerselectsthe
7、horizontalaxisofthe4thasthecalculationunitforstructuralframework,hasconductedtheanalysisoftheforceinternal、combinationofinternalforces、preparationofconstructiondrawing.edcofhorizontal,verticalload.Thespecificisasfollows.Loadcombination,thecalculati
