【正文】 .................................................................................... 35 6 塑性調(diào)幅 ................................................................................................................................... 38 恒載作用下彎矩調(diào)幅 ........................................................................................................ 38 活載作用下彎矩調(diào)幅 ........................................................................................................ 39 7 梁端柱端剪力彎矩轉(zhuǎn)化 ........................................................................................................... 41 控制截面及最不利內(nèi)力類型 ............................................................................................ 41 轉(zhuǎn)化計(jì)算具體過程 ............................................................................................................ 41 框架梁內(nèi)力轉(zhuǎn)化計(jì)算 ....................................................................................................... 42 8 荷載組合 ................................................................................................................................... 46 確定組合公式 .................................................................................................................... 46 無地震作用時(shí) ................................................................................................................. 46 有地震作用時(shí) ................................................................................................................. 46 荷載組合計(jì)算過程 ............................................................................................................ 47 跨中最大組合彎矩設(shè)計(jì)值計(jì)算 ........................................................................................ 51 9 結(jié)構(gòu)內(nèi)力調(diào)整 ........................................................................................................................... 54 框架梁內(nèi)力設(shè)計(jì)值調(diào)整 .................................................................................................... 54 框架柱內(nèi)力設(shè)計(jì)值調(diào)整 .................................................................................................... 54 框架柱彎矩設(shè)計(jì)值調(diào)整 ................................................................................................... 54 框架柱軸力設(shè)計(jì)值調(diào)整 ................................................................................................... 55 框架柱剪力設(shè)計(jì)值調(diào)整 ................................................................................................... 55 內(nèi)力設(shè)計(jì)值調(diào)整過程 ........................................................................................................ 55 底層梁 AB 剪力設(shè)計(jì)值調(diào)整 ............................................................................................. 55 底層柱 A彎矩設(shè)計(jì)值調(diào)整 ............................................................................................... 56 底層柱 A軸力設(shè)計(jì)值調(diào)整 ............................................................................................... 57 底層柱 A剪力設(shè)計(jì)值調(diào)整 ............................................................................................... 57 10 截面設(shè)計(jì) ................................................................................................................................. 58 承載力抗震調(diào)整系數(shù) ...................................................................................................... 58 梁截面設(shè)計(jì) ...................................................................................................................... 58 柱截面設(shè)計(jì) ...................................................................................................................... 61 11 樓梯設(shè)計(jì) ................................................................................................................................. 66 設(shè)計(jì)資料 .......................................................................................................................... 66 梯段板設(shè)計(jì) ...................................................................................................................... 66 平臺(tái)板設(shè)計(jì) ...................................................................................................................... 67 平臺(tái)梁設(shè)計(jì) ...................................................................................................................... 68 12 基礎(chǔ)設(shè)計(jì) ................................................................................................................................. 70 勘察資料 .......................................................................................................................... 70 勘察資料 .......................................................................................................................... 70 荷載計(jì)算 .......................................................................................................................... 71 荷載組合 .......................................................................................................................... 72 地基承載力修正與基礎(chǔ)尺寸計(jì)算 .................................................................................. 73 基礎(chǔ)承載力驗(yàn)算 .............................................................................................................. 75 13 樓屋面板設(shè)計(jì) ......................................................................................................................... 78 內(nèi)力計(jì)算 .......................................................................................................................... 78 配筋計(jì)算 .......................................................................................................................... 79 參考文獻(xiàn) ....................................................................................................................................... 80 翻譯部分 ....................................................................................................................................... 81 致謝 ......................................................................................................