資源描述：
《水平地震作用下的內(nèi)力計(jì)算論文》由會(huì)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(kù)。
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)····································691
3、3.壓型鋼板組合樓板計(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
4、謝··········································122摘要本工程為吉林省長(zhǎng)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(chǎng)地類(lèi)別為II類(lèi)。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
5、驗(yàn)算。風(fēng)荷載作用下的內(nèi)力計(jì)算及位移驗(yàn)算，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(guò)程中，嚴(yán)格遵循相關(guān)的專(zhuān)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(guó)家標(biāo)準(zhǔn)規(guī)范，對(duì)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)ThisengineerinisanewconstructionforXINGAOofficebuildinginthe
6、cityofchangchun,Usingframestructure(steelstructure),principalpartisfive–storey,seismicfortificationntensityis7degrees,siteclassificationisⅡ.Thedominantwinddirectionissouth-west,referencewindpressure-0.65kN/㎡andthereferencesnowpressure-0.35KN/㎡.Thetypesoffloororroofst
7、ructureis-130-pressedsteelplatecombinesbuildingplank.Thisdesignerselectsthehorizontalaxisofthe4thasthecalculationunitforstructuralframework,hasconductedtheanalysisoftheforceinternal、combinationofinternalforces、preparationofconstructiondrawing.edcofhorizontal,vertical
8、load.Thespecificisasfollows.Loadcombination,thecalculatingofgravityrepresentativevalues、horizontalframework’slateralmovementrigid、i
