【正文】 章設(shè)計(jì)基本資料 工程概況 根據(jù)該實(shí)驗(yàn)樓的使用功能及建筑設(shè)計(jì)要求，進(jìn)行了平立面及剖面的建筑設(shè)計(jì)，主體結(jié)構(gòu)為 5 層，層高均為 ，無附屬結(jié)構(gòu)。延性較好。 ................................................................................... 18 假想層剪力計(jì)算 ............................................................................................... 18 結(jié)構(gòu)頂點(diǎn)的假想側(cè)移計(jì)算 ............................................................................... 18 基本自振周期 1T 的計(jì)算 ................................................................................... 19 水平地震作用及樓層剪力的計(jì)算 ........................................................................1921 地震影響系數(shù)計(jì)算 ........................................................................................... 19 等效重力荷載代表值計(jì)算 ............................................................................... 20 水平地震力的計(jì)算 ........................................................................................... 20 頂部附加地震作用力 nF? 計(jì) 算 ........................................................................ 20 水平地震作用力及各樓層地震剪力計(jì)算 ..................................................2021 水平地震作用下的位移驗(yàn)算 ................................................................................2122 水平地震作用下的框架內(nèi)力計(jì)算 ........................................................................2223 反彎點(diǎn)高度計(jì) 算 .........................................................................................2223 梁端彎矩計(jì)算 .................................................................................................. 23 梁端剪力及柱軸力計(jì)算 .................................................................................. 23 第 7 章豎向荷載下框架內(nèi)力計(jì)算 計(jì) 算單元 ..................................................................................................................... 27 計(jì)算簡(jiǎn)圖 ................................................................................................................2829 荷載計(jì)算 ................................................................................................................2932 恒荷載計(jì)算 .................................................................................................2930 活荷載計(jì)算 .................................................................................................3132 框架內(nèi)力計(jì)算 ........................................................................................................3239 恒載作用下梁固端彎矩 .................................................................................. 32 活載作用下內(nèi)力計(jì)算 ...................................................................................... 33 彎矩二次分配法計(jì)算梁柱彎矩 .................................................................3337 梁端剪力及柱軸力計(jì)算 .................................................................................. 38 第 8 章橫向框架內(nèi)力組合 結(jié)構(gòu)抗震等級(jí) ............................................................................................................. 40 框架梁內(nèi)力組合 ....................................................................................................4064 梁跨中最大彎矩 .........................................................................................4041 梁強(qiáng)剪弱彎調(diào)整 .........................................................................................4152 框架柱內(nèi)力組合 .........................................................................................5264 第 9 章截面設(shè)計(jì) 框架梁 ....................................................................................................................6569 梁正截面受彎承載力計(jì)算 .........................................................................6567 梁斜截面受剪承載力計(jì)算 .........................................................................6769 框架柱 ....................................................................................................................6974 剪跨比和軸壓比驗(yàn)算 .................................................................................6970 柱正截面承載力計(jì)算 .................................................................................7073 柱斜截面受剪承載力計(jì)算 .........................................................................7374 框架梁柱節(jié)點(diǎn)核芯區(qū)截面抗震驗(yàn)算 ......................................................................... 74 第 10 章基礎(chǔ)設(shè)計(jì) 設(shè)計(jì)原始材料 ........................................................................................................... 76 基礎(chǔ)計(jì)算 ..............................................................................................................7682 示意圖 .......................................................................................................7677 設(shè)計(jì)參數(shù) ...................................................................................................7778 計(jì)算過程 ...................................................................................................7881 計(jì)算結(jié)果 ...................................................................................................8182 第 11 章結(jié)構(gòu)電算 使用軟件及軟件簡(jiǎn)介 ............................................................................................... 83 結(jié)構(gòu)計(jì)算及計(jì)算結(jié)果輸出 ..................................................................................8393 PMCAD 結(jié)構(gòu)建模 .......................................................................................8386 SATWE 計(jì)算部分 ........................................................................................8790 分析結(jié)果圖形和文本顯示 .......................................................................8193 繪制結(jié)構(gòu)施工圖 ....................................................................................................... 93 結(jié)論 ............................................................................................................................................ 94 第 1 頁 緒論 畢業(yè)設(shè)計(jì)是大學(xué)本科教育培養(yǎng)計(jì)劃中最后一個(gè)主要環(huán)節(jié)，也是最重要的綜合性實(shí)踐環(huán)節(jié)。能滿足其較大的使用面積要求。地震粗糙度為 B 類，土的重度為 19KN/m179。 混凝土：梁柱板基礎(chǔ)均使用 C30 混凝土。 CE 跨橫梁： hb=（ 1/12~1/8） lb =(575~862)mm，取梁高為 600mm，梁寬 b=300mm。 如圖 31 所示