【正文】 e and thus less susceptible to catastrophic earthquake failure when pared with ( some ) shearwall designs . For example , if over stressing occurs at certain portions of a steel rigid frame , ductility will allow the structure as a whole to deflect a little more , but it will by no means collapse even under a much larger force than expected on the structure . For this reason , rigidframe construction is considered by some to be a “best”seismicresisting type for highrise steel buildings . On the other hand ,it is also unlikely that a welldesigned sharewall system would collapse. Of course , it is also possible to bine rigidframe construction with shearwall systems in one buildings ， For example , the buildings geometry may be such that rigid frames can be used in one direction while shear walls may be used in the other direction。 Frame structure ； Steel structure 南京工業(yè)大學本科生畢業(yè)設計 (論文 ) III 目 錄 摘 要 ............................................................................................................................ I 目 錄 ........................................................................................................................ III 前 言 ........................................................................................................................VI 第一章 設計概況 .................................................................................................... 1 工程概況 ......................................................................................................... 1 建筑結構等級指標及設計年限 ..................................................................... 1 建筑設計相關參數(shù) ......................................................................................... 1 本工程設計過程中所遵循的標準規(guī)范 ......................................................... 2 施工 技術 條件 ................................................................................................. 3 材料供應 ......................................................................................................... 3 第二章 建筑設計 .................................................................................................... 4 平面設計 ......................................................................................................... 4 立面設計 ......................................................................................................... 4 剖面設計 ......................................................................................................... 5 防火設計防火分區(qū) ......................................................................................... 5 第三章 結構選型與結構布置 ............................................................................. 6 結構選型 ......................................................................................................... 6 結構布置 ......................................................................................................... 6 平面布置 ............................................................................................... 6 豎向布置 ............................................................................................... 6 樓蓋布置 ............................................................................................... 6 基礎形式 ............................................................................................... 7 材料的選用 ..................................................................................................... 7 初估構件截面尺寸 ......................................................................................... 7 組合樓板截面初估 ................................................................................ 7 框架柱截面初估 ................................................................................... 7 框架計算單元及計算簡圖 ............................................................................. 8 目錄 IV 計算單元 ............................................................................................... 8 計算簡圖 ............................................................................................... 9 第四章 荷載值計算 .............................................................................. 11 荷載標準值計算 ............................................................................................11 恒荷載標準值計算 ..............................................................................11 活荷載標準值計算 ............................................................................. 13 風荷載計算 ................................................................................................... 16 地震荷載的計算 ........................................................................................... 17 第五章 水平荷載作用下結構側移計算 ............................................... 19 側移剛度 ....................................................................................................... 19 風荷載作用下框架側移計算 ....................................................................... 19 地震作用下的位移驗算 ............................................................................... 20 PKPM 電算結果及分析 ................................................................................... 21 第六章 內(nèi)力計算 .................................................................................................. 28 恒荷載作用下的內(nèi)力計算 ........................................................................... 28 與地震作用相組合的重力荷載作用下的內(nèi)力計算 ................................... 34 風荷載作用下的內(nèi)力計算 ............................................................................ 34 橫向地震（水平）作用下的內(nèi)力計算 ....................................................... 37 PKPM 電算結果及內(nèi)力分析 ......................................................................... 38 第七章 內(nèi)力組合 .................................................................................................. 43 內(nèi)力組合 .................................