【正文】 nding is also needed to in accordance with regulatory requirements for the reinforcement more,the upper frame structure and the upper load determine the use of the basis of individual columns. The entire structure is checked by the pkpm software,which is also used to draw the construction plans. This design achievements include the preparation of construction plans and construction drawing.,which is Compliance with engineering drawings and construction drawings. Key words: Seismic design Load calculation Moment redistribution Internal force bination Section design 目 錄 摘要 .................................................................................................................................... Ⅰ Abstract ............................................................................................................................. Ⅱ 緒論 ...................................................................................................................................... 1 1 工程概況和 建筑設(shè)計(jì) ...................................................................................................... 2 工程概況 .................................................................................................................... 2 建筑設(shè)計(jì) .................................................................................................................... 2 2 結(jié)構(gòu) 選型及結(jié)構(gòu)布置 .................................................................................................... 4 結(jié)構(gòu)選型 .................................................................................................................... 4 結(jié)構(gòu)布置 .................................................................................................................... 4 梁板柱截面尺寸確定 ................................................................................................ 4 3 荷載 計(jì)算及梁柱剛度計(jì)算 ............................................................................................ 6 屋面及樓面永久荷載標(biāo)準(zhǔn)值 .................................................................................... 6 重力荷載代表值 ........................................................................................................ 7 梁柱線剛度計(jì)算 ........................................................................................................ 9 4 橫向框架在水平荷載作用下的計(jì)算簡(jiǎn)圖及內(nèi)力計(jì)算 ...............................................11 水平地震作用下框架結(jié)構(gòu)內(nèi)力和位移計(jì)算 ...........................................................11 橫向自振周期計(jì)算 .............................................................................................. 12 水平地震作用及樓層地震剪力計(jì)算 .................................................................. 12 水平地震作用下位移計(jì)算 .................................................................................. 13 水平地震作用下內(nèi)力計(jì)算 .................................................................................. 13 水平風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力和位移計(jì)算 ...................................................... 16 風(fēng)荷載計(jì)算 .......................................................................................................... 16 水平風(fēng)荷載作用下位移計(jì)算 .............................................................................. 17 水平風(fēng)荷載作用下內(nèi)力計(jì)算 .............................................................................. 185 橫向框架在豎向荷載作用下的計(jì)算簡(jiǎn)圖及內(nèi)力計(jì)算 .............................................. 21 橫向框架計(jì)算單元 .................................................................................................. 21 恒荷載計(jì)算 ............................................................................................................ 21 恒載作用下內(nèi)力計(jì)算 ............................................................................................ 26 活載作用下內(nèi)力計(jì)算 ............................................................................................ 32 6 荷載內(nèi)力組合 .............................................................................................................. 44 彎矩調(diào)幅 .................................................................................................................. 44 框架梁內(nèi)力組合 ...................................................................................................... 46 框架柱內(nèi)力組合 ...................................................................................................... 48 7 配筋設(shè)計(jì) ...................................................................................................................... 52 板配筋設(shè)計(jì) .............................................................................................................. 52 梁配筋設(shè)計(jì) .............................................................................................................. 55 柱配筋設(shè)計(jì) .............................................................................................................. 57 8 基礎(chǔ)設(shè)計(jì) ........................................................................................................................ 59 工程地質(zhì)條件 ............................................................................................................ 59 確定基礎(chǔ)截面尺寸及埋深 ........................................................................................ 59 基礎(chǔ)抗沖切計(jì)算 ........................................................................................................ 60 結(jié)論 .................................................................................................................................... 62 致謝 .................................................................................................................................... 63 參考文獻(xiàn) ............................................................................................................................ 64 附錄 .................................................................................................................................... 65 1 緒 論