【正文】 th step:Stairs design matches tendon according to the definite staris parameter in building design,for platform beam,platform board and the ladder section board of stairs to carry out calculation, and draw each place of stairs to match tendon picture The tenth step:Basic design frist carries out foundation handling for the project geological condition given,is then arranged for foundation with section match tendon calculation. specific design content and design course will make detailed explanation in text. Keywords frame structure， Structural analysis， antiseismis design 目 錄 VII 目 錄 摘 要 ............................................................................................................................ 1 第 1 章 緒論 .................................................................................................................. 1 基本概況 ............................................................................................................ 1 建筑設(shè)計(jì)部分 ............................................................................................. 1 結(jié)構(gòu)設(shè)計(jì)部分 ............................................................................................. 1 設(shè)計(jì)成果 ............................................................................................................ 1 .................................................................................................... 2 本文主要內(nèi)容 ..................................................................................................... 2 本章小結(jié) ............................................................................................................ 2 第 2 章 建筑設(shè)計(jì)部分 .................................................................................................. 3 工程概況 ............................................................................................................. 3 基本數(shù)據(jù) ...................................................................................................... 3 工 程做法 ..................................................................................................... 3 建筑平面設(shè)計(jì) .................................................................................................... 3 使用部分的平面設(shè)計(jì) ................................................................................. 3 交通聯(lián)系部分的平面設(shè)計(jì) .......................................................................... 4 建筑剖面設(shè)計(jì) .................................................................................................... 4 建筑立面設(shè)計(jì) .................................................................................................... 4 本章小結(jié) ............................................................................................................. 4 第 3 章 結(jié)構(gòu)設(shè)計(jì)部分 .................................................................................................. 6 工程概況 ............................................................................................................ 6 基本信息 ...................................................................................................... 6 工程做法 ...................................................................................................... 6 初選尺寸 ............................................................................................................ 7 構(gòu)件截面尺寸 ............................................................................................. 7 荷載統(tǒng)計(jì) ............................................................................................................ 8 水平荷載下內(nèi)力計(jì)算 ....................................................................................... 10 橫向框架內(nèi)力和位移計(jì)算 ............................................................................... 11 水平地震作用及樓層地震剪力的計(jì)算 .................................................... 11 多遇水平地震下的位移計(jì)算 .................................................................... 13 水平地震作用下框架內(nèi)力的計(jì)算 ............................................................ 14 豎向荷載作用下框架的內(nèi)力計(jì)算 ................................................................... 16 橫向框架內(nèi)力計(jì)算 .................................................................................... 16 用彎矩分配法計(jì)算框架彎矩 ........................................................................... 19 固端彎矩計(jì)算 ....................................................................................................... 19 梁端剪力及柱軸力計(jì)算 ................................................................................... 22 恒載作用下 ................................................................................................ 22 活載作用下 ................................................................................................ 23 目 錄 VIII 內(nèi)力組合 ........................................................................................................... 24 框架梁內(nèi)力組合 ........................................................................................ 24 框架柱內(nèi)力組合 ........................................................................................ 26 梁正截面設(shè)計(jì) ................................................................................................. 31 梁正截面強(qiáng)度設(shè)計(jì) .................................................................................. 31 柱截面強(qiáng)度設(shè)計(jì) ...................................................................................... 35 框架梁柱節(jié)點(diǎn)核芯區(qū)截面抗震驗(yàn)算 ...................................................... 39 樓板設(shè)計(jì) ......................................................................................................... 40 荷載計(jì)算 .................................................................................................. 40 內(nèi)力計(jì)算 .................................................................................................. 41 截面強(qiáng)度計(jì)算 .......................................................................................... 43 雙跑板式樓梯 ..............................................................................