【正文】 頂部附加地震作用系數(shù)，即 δ n=+= (5) 計(jì)算各層質(zhì)點(diǎn)得水平地震作用標(biāo)準(zhǔn)值 71 jjj GH?? ＝ ＋ （ +++） 武漢理工大學(xué)畢業(yè)設(shè)計(jì)（論文） 39 ＋ ＝ m 33BCM =1/8 32 （ +） /2= m 33BCM =1/8 32 （ +） /2= =? 710 N 框架柱截面尺寸 框架柱的截面尺寸根據(jù)柱的軸壓比限值，按下列公式計(jì)算： （ 1）柱組合的軸壓力設(shè)計(jì)值 zN Fgn?? 武漢理工大學(xué)畢業(yè)設(shè)計(jì)（論文） 4 注：β考慮地震作用組合后柱軸壓力增大系數(shù)。第三部分進(jìn)行內(nèi)力分析并繪出相應(yīng)的計(jì)算簡(jiǎn)圖，再將這些荷載進(jìn)行梁柱控制截面的內(nèi)力組合，通過(guò)前面的內(nèi)力組合來(lái)計(jì)算結(jié)構(gòu)的梁，柱，基礎(chǔ)，樓梯的配筋，并繪出結(jié)構(gòu)施工圖 關(guān)鍵詞 ：框架結(jié)構(gòu)；荷載；配筋 IV Abstract This design is Teng yue building engineering consulting co., LTD, a structure of reinforced concrete frame. This design is a sixstory frame structure ,and the steps of frame design brief are as follows: The first part is building design, according to the request made by Party A bination of topography, functional requirements, traffic flow lines, and the design specifications, such as the construction design and construction plans drawn. The second part is the structural the first, inspecting the relevant information to determine the geological and hydrological data, determine the framework for seismic level, and then select the size and structure of the member section layout, and then calculate the dead load, live load, wind load and seismic loads under the action . The third part of analysis of internal forces and draw the corresponding calculation diagram, and then carry the loads for these forces bined, through the bination of internal forces to calculate the structural beams, columns, foundations, stairs reinforcement, and draw the construction drawing in the end. Keywords: Frame； Load； Reinforcement武漢理工大學(xué)畢業(yè)設(shè)計(jì)（論文） 1 緒論 土木工程是具有很強(qiáng)的實(shí)踐性的學(xué)科，這次畢業(yè)設(shè)計(jì)也就是對(duì)我們四年的大學(xué)學(xué)習(xí)一個(gè)很好的實(shí)踐鍛煉的機(jī)會(huì)。 作者簽名： 年 月 日 導(dǎo)師簽名： 年 月 日 I 目錄 摘要 .............................................................................................................................. III Abstract ........................................................................................................................ IV 緒 論 .......................................................................................................................... 1 1 原始設(shè)計(jì)資料 .......................................................................................................... 2 2 結(jié)構(gòu)選型 .................................................................................................................. 2 框架結(jié)構(gòu)承重方案的選擇 ............................................................................ 2 柱網(wǎng)及計(jì)算單元選取 .................................................................................... 3 框架截面尺寸 ................................................................................................ 3 梁柱的計(jì)算高度（跨度） ............................................................................ 4 梁、柱相對(duì)線性剛度計(jì)算 ............................................................................ 6 3 恒荷載及其內(nèi)力分析 ................................................................................................ 7 恒載標(biāo)準(zhǔn)值計(jì)算 ............................................................................................ 7 框架梁線荷載計(jì)算 ........................................................................................ 9 框架柱節(jié)點(diǎn)集中荷載計(jì)算 .......................................................................... 10 恒載作用下框架的固端彎矩 ...................................................................... 11 節(jié)點(diǎn)分配系數(shù)計(jì)算 ...................................................................................... 12 恒載作用下框架的內(nèi)力計(jì)算 ...................................................................... 14 4 活荷載及其內(nèi)力分析 .............................................................................................. 20 活荷載標(biāo)準(zhǔn)值 .............................................................................................. 20 活載作用下梁線荷載計(jì)算 .......................................................................... 21 活載作用下框架柱節(jié)點(diǎn)集中荷載計(jì)算 ...................................................... 21 活載作用下框架的固端彎矩 ...................................................................... 22 活載作用下框架的內(nèi)力計(jì)算 ...................................................................... 23 .............................................................................................................. 28 風(fēng)荷載標(biāo)準(zhǔn)值 .............................................................................................. 28 側(cè)移剛度 D及剪力分配系數(shù)計(jì)算 .............................................................. 30 風(fēng)荷載作用下框架側(cè)移計(jì)算 ...................................................................... 31 風(fēng)荷載作用下框架內(nèi)力計(jì)算（ D值法） ................................................... 32 6 水平地震荷載作用 .................................................................................................. 36 重力荷載代表值的計(jì)算 .............................................................................. 36 水平地震作用力的計(jì)算（底部剪力法） .................................................. 38 水平地震作用下框架的側(cè)移驗(yàn)算 .............................................................. 40 水平地震荷載作用下框架內(nèi)力計(jì)算（ D值法） ....................................... 41 7 荷載和內(nèi)力組合 ...................................................................................................... 44 梁的內(nèi)力組合 ............................................................................................... 46 柱的內(nèi)力組合 ............................................................................................... 53 8 框架梁、柱配筋 ...................................................................................................... 59 框架梁配筋 .................................................................................................. 59 框架柱配筋 .................................................................................................. 63 II 9 板的配筋 .................................................................................................................. 68 荷載標(biāo)準(zhǔn)值計(jì)算 ..............