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1、水平地震作用下的內(nèi)力計(jì)算畢業(yè)論文目錄1.摘要··········································22.設(shè)計(jì)概況······································63.結(jié)構(gòu)布置·······································64.荷載計(jì)算······································95.重力荷載標(biāo)準(zhǔn)值計(jì)算····························116.水平地震作用下的內(nèi)力計(jì)算················
2、·····19-130-7.風(fēng)荷載作用下框架內(nèi)力計(jì)算······················278.豎向荷載作用下框架內(nèi)力計(jì)算···················319.框架梁柱的內(nèi)力組合····························5410.框架柱驗(yàn)算···································5411.框架梁驗(yàn)算··································6712.節(jié)點(diǎn)設(shè)計(jì)····································6913.壓型鋼板組合樓板
3、計(jì)算························8214.組合次梁設(shè)計(jì)-130-································9315.樓梯計(jì)算···································10316.基礎(chǔ)計(jì)算···································108電算校核······································114參考文獻(xiàn)······································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(jié)構(gòu)（全鋼結(jié)構(gòu)），主體6層，抗震設(shè)防烈度為7度，場地類別為II類。主導(dǎo)風(fēng)向?yàn)槲髂巷L(fēng)，基本風(fēng)壓0.65KN/m2-130-，基本雪壓0.35KN/m2。樓板、屋蓋均采用壓型鋼板組合樓板。本設(shè)計(jì)選取7軸所在的橫向框架作為結(jié)構(gòu)計(jì)算單元，先后進(jìn)行了橫豎向荷載下的內(nèi)力分析、內(nèi)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(jì)算，橫向框架側(cè)移剛度計(jì)算，水平地震荷載作用下的內(nèi)力計(jì)算及位移驗(yàn)算。風(fēng)荷載作用下的內(nèi)力計(jì)算及位移驗(yàn)算，
5、豎向荷載作用下框架內(nèi)力計(jì)算，框架的內(nèi)力組合，柱下獨(dú)立基礎(chǔ)、標(biāo)準(zhǔn)層樓板、框架梁、框架柱、樓梯的配筋計(jì)算?？蚣芰?、框架柱、樓板、基礎(chǔ)及樓梯的平法施工圖繪制。整個(gè)結(jié)構(gòu)在設(shè)計(jì)過程中，嚴(yán)格遵循相關(guān)的專業(yè)技術(shù)規(guī)范的要求，參考相關(guān)資料和有關(guān)最新的國家標(biāo)準(zhǔn)規(guī)范，對設(shè)計(jì)的各個(gè)環(huán)節(jié)進(jìn)行綜合全面的科學(xué)性考慮。認(rèn)真貫徹了“安全、經(jīng)濟(jì)、適用、美觀”的設(shè)計(jì)原則。關(guān)鍵詞：全鋼框架結(jié)構(gòu)；辦公樓；結(jié)構(gòu)設(shè)計(jì)ThisengineerinisanewconstructionforXINGAOofficebuildinginthecityofchangchun,Usingfram
6、estructure(steelstructure),principalpartisfive–storey,seismicfortificationntensityis7degrees,siteclassificationisⅡ.Thedominantwinddirectionissouth-west,referencewindpressure-0.65kN/㎡andthereferencesnowpressure-0.35KN/㎡.Thetypesoffloororroofstructureis-130-pressedsteelplat
7、ecombinesbuildingplank.Thisdesignerselectsthehorizontalaxisofthe4thasthecalculationunitforstructuralframework,hasconductedtheanalysisoftheforceinternal、combinationofinternalforces、preparationofconstructiondrawing.edcofhorizontal,verticalload.Thespecificisasfollows.Loadcom
8、bination,thecalculatingofgravityrepresentativevalues、horizontalframework’slateralmovementrigid、i
