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畢業(yè)設(shè)計(jì)--土木工程結(jié)構(gòu)設(shè)計(jì)計(jì)算-展示頁

2025-01-21 22:11本頁面
  

【正文】 nopies and foundations and so on. The account of the gross constructional drawings is 4. Through the entire dormitory building, structure, foundation design, we basically familiar with the entire design process, master the basic design ideas and calculation methods. At the same time, so that we previously studied the textbooks have basic knowledge and concepts further understand and grasp, after raising the design, construction and the ability to analyze problems, solve the problem of internal forces. Keywords: Apartment building for students ; Mixed structure ; Wall type structure foundation ; Reinforced concrete IV 目 錄 一 建筑設(shè)計(jì) ............................................................................................................................... 1 1 建筑設(shè)計(jì)的構(gòu)想與思路 .................................................................................................... 1 建筑方案的選擇 .................................................................................................................. 2 建筑體型的設(shè)計(jì) .................................................................................................................. 3 2 主要內(nèi)容及擬解決的關(guān)鍵問題 ...................................................................................... 3 3 擬采取的方案及可行性分析 .......................................................................................... 4 4 工程概況 ................................................................................................................................ 5 5 建筑的組成 ........................................................................................................................... 5 二 結(jié)構(gòu)設(shè)計(jì) ............................................................................................................................... 6 1 結(jié)構(gòu)布置及計(jì)算簡圖 ........................................................................................................ 6 梁板的截面尺寸 .................................................................................................................. 6 柱截面尺寸 .......................................................................................................................... 6 2 重力荷載計(jì)算 .................................................................................................................... 11 屋面及樓面永久荷載標(biāo)準(zhǔn)值: ........................................................................................ 11 屋面及樓面可變荷載計(jì)算: ............................................................................................ 11 梁 .柱 .墻 .門 .窗重力荷載計(jì)算 ............................................................................................ 12 重力荷載代表值 ................................................................................................................ 14 3 框架側(cè)移剛度驗(yàn)算 ........................................................................................................... 16 橫向框架線剛度 ................................................................................................................ 16 各 柱的側(cè)移剛度 ................................................................................................................ 17 4 橫向水平荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算和側(cè) 移計(jì)算 ..................................... 18 橫向水平地震作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 ........................................................ 18 橫向自振周期計(jì)算 ....................................................................................................... 18 水平地震作用及樓層地震剪力計(jì)算 ........................................................................... 18 水平地震作用下位移驗(yàn)算: ....................................................................................... 20 水平地震作用下框架內(nèi)力計(jì)算 ................................................................................... 21 橫向水平荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 ............................................................ 23 風(fēng)荷載標(biāo)準(zhǔn)值 ............................................................................................................... 23 風(fēng)荷載作用下水平位移計(jì)算 ....................................................................................... 25 風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力計(jì)算 ............................................................................... 25 5 豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 ...................................................................... 28 橫向框架內(nèi)力計(jì)算 ............................................................................................................ 28 V 計(jì)算簡圖 ....................................................................................................................... 28 荷載計(jì)算 ....................................................................................................................... 28 恒荷計(jì)算 .................................................................................................................. 28 活荷的計(jì)算: .......................................................................................................... 30 橫向框架內(nèi)力組合 ............................................................................................................ 36 結(jié)構(gòu)抗震等級(jí) ............................................................................................................... 36 框架柱內(nèi)力組合 ................................................................................................................ 39 6 截面設(shè)計(jì) .............................................................................................................................. 46 框架梁 ................................................................................................................................ 46 梁的正截面受彎承載力計(jì)算 ....................................................................................... 46 梁斜截面受剪承載力計(jì)算 ........................................................................................... 47 框架柱 ...........................................................................................................................
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