【正文】 ..................... 5 確定結(jié)構(gòu)計(jì)算簡(jiǎn)圖 ............................................................................................................. 7 梁、柱線剛度 ..................................................................................................................... 7 第 3 章 樓面設(shè)計(jì) ......................................................................................................................... 10 設(shè)計(jì)資料 ............................................................................................................................. 10 樓面的結(jié)構(gòu)平面布置 ....................................................................................................... 10 樓面板的設(shè)計(jì) ................................................................................................................... 10 次梁的設(shè)計(jì) ....................................................................................................................... 19 第 4 章 樓梯設(shè)計(jì) ......................................................................................................................... 27 底下三層樓梯設(shè)計(jì) ............................................................................................................. 27 其他層樓梯設(shè)計(jì) ............................................................................................................... 30 第 5 章 框架在荷載作用下的受力 ............................................................................................. 34 恒荷載計(jì)算 ......................................................................................................................... 34 恒荷載作用下框架的受荷情況 ....................................................................................... 36 豎向可變荷載作用下框架的受力 ................................................................................... 39 第 6 章 荷載作用下框架的內(nèi)力分析 ......................................................................................... 42 恒荷載作用下框架的內(nèi)力分析 ......................................................................................... 42 活荷載作用下框架的內(nèi)力分析 ....................................................................................... 43 第 7 章 地震作用內(nèi)力計(jì)算 ......................................................................................................... 50 重力荷載代表值 ................................................................................................................. 50 水平地震作用計(jì)算 ........................................................................................................... 54 水平地震作用下框架的內(nèi)力分析 ................................................................................... 59 第 8 章 風(fēng)荷載內(nèi)力計(jì)算 ............................................................................................................. 65 風(fēng)荷載計(jì)算 ....................................................................................................................... 65 風(fēng)荷載標(biāo)準(zhǔn)值作用下的內(nèi)力計(jì)算 ................................................................................... 66 第 9 章 內(nèi)力組合 ......................................................................................................................... 71 梁內(nèi)力組合 ......................................................................................................................... 71 柱內(nèi)力組合 ....................................................................................................................... 78 第 10 章 截面設(shè)計(jì) ....................................................................................................................... 86 梁截面設(shè)計(jì) ....................................................................................................................... 86 柱截面設(shè)計(jì) ..................................................................................................................... 92 框架梁柱節(jié)點(diǎn)抗震驗(yàn)算 ............................................................................................... 112 第 11 章 基礎(chǔ)設(shè)計(jì) ..................................................................................................................... 113 結(jié)束語(yǔ) .............................................................................................................................................. 118 致謝 .................................................................................................................................................. 119 參考文獻(xiàn) .......................................................................................................................................... 120 摘 要 隨著經(jīng)濟(jì)的發(fā)展， 商住樓以其優(yōu)越的地理位置、且商且住靈活變通的物業(yè)功能、居家投資兩相宜的營(yíng)銷理念在樓市中異軍 突起。結(jié)構(gòu)設(shè)計(jì)簡(jiǎn)而言之就是用結(jié)構(gòu)語(yǔ)言來(lái)表達(dá)工程師所要表達(dá)的東西。 關(guān)鍵詞： 商住樓； 結(jié)構(gòu)設(shè)計(jì) ； 荷載計(jì)算 ；節(jié)點(diǎn)驗(yàn)算 ABSTRACT With the development of economy,merceresidence building emerges in the real estate market for its advantageous location, flexible dual functions and the marketing idea of being appropriate for both housing and investment. It has all the merits of the office building in the aspects of product and service, as well as several advantages that the office buiding lacks. First, it can be used as either residence or office building,while an ordinary office buiding can only be used for business purpose. Additionaly,merceresidence building gains its advantage over office building in terms of price. It finds favour in the eyes of small and mediumsized enterprises with its price a little higher than resident building but lower than office building. This graduation project is an administration building , it was some of structural design that mainly carried on. The structural design expresses the thing that the engineer will express in structural language in brief. The structural language is structural elements simplified out refined from the building and other specialized drawings of structural engineer, inclu