【正文】 1全民健身活動中心設(shè)計(jì)畢業(yè)論文目 錄全民健身活動中心設(shè)計(jì) .......................................................................................................1 ..........................................................................................................................................1 序言 ....................................................................................................................................1 建筑設(shè)計(jì)說明 ....................................................................................................................1 平面設(shè)計(jì) ...........................................................................................................................1 剖面設(shè)計(jì) ...........................................................................................................................1 立面設(shè)計(jì) ...........................................................................................................................1 ..................................................................................................................................2 工程概況 ............................................................................................................................2 氣象條件 ...........................................................................................................................2 工程地質(zhì)條件 ....................................................................................................................3 地震條件 ...........................................................................................................................3 材料 ..................................................................................................................................3 結(jié)構(gòu)布置及計(jì)算簡圖 ........................................................................................................4 結(jié)構(gòu)體系選型 ....................................................................................................................4 其他結(jié)構(gòu)選型 ....................................................................................................................4 結(jié)構(gòu)布置 ...........................................................................................................................4 重力荷載計(jì)算 ....................................................................................................................9 屋面及樓面的永久荷載標(biāo)準(zhǔn)值 ............................................................................................9 屋面及樓面可變荷載標(biāo)準(zhǔn)值 .............................................................................................10 梁、柱、墻、窗、門重力荷載計(jì)算 ...................................................................................11 重力荷載代表值 ...............................................................................................................12 框架側(cè)移剛度計(jì)算 ..........................................................................................................14 橫向水平荷載作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 ......................................................17 橫向自振周期計(jì)算 ...........................................................................................................17 水平地震作用及樓層地震剪力計(jì)算 ...................................................................................18 水平地震作用下的位移驗(yàn)算 .............................................................................................19 水平地震作用下的框架內(nèi)力計(jì)算 ......................................................................................20 豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 ..........................................................................222 橫向框架內(nèi)力計(jì)算 ...........................................................................................................22 橫向框架內(nèi)力組合 ...........................................................................................................30 截面設(shè)計(jì) ..........................................................................................................................39 框架梁 ...........................................................................................................................339 框架柱 .............................................................................................................................43 框架梁柱節(jié)點(diǎn)核芯區(qū)截面抗震驗(yàn)算 ...................................................................................48 基礎(chǔ)設(shè)計(jì) ..........................................................................................................................50 尺寸確定 .........................................................................................................................50 樁基礎(chǔ)的配筋 ..................................................................................................................51 電算校核 .......................................................................................................................52 ................................................................................................................................715. 附 表 ......................................................................................................................................72附表 1 柱側(cè)移剛度修正系數(shù) c?................................................................................................72附表 2 彈性層間位移角限值 ....................................................................................................................72附表 3 倒三角形分布水平荷載下各層柱標(biāo)準(zhǔn)反彎點(diǎn)高度比 ny...........................................................72附表 4 上、下層高不同的修正值 2y和 3.............................................................................................73附表 5 柱箍筋加密區(qū)的箍筋最小配箍特征值 ........................................................................................73附表 6 現(xiàn)澆鋼筋混凝土房屋的抗震等級 ................................................................................................73 論 ......................................................................................................................................74 謝 ...........