【正文】 據(jù)庫進(jìn)行檢索，可以采用影印、縮印或掃描等復(fù)制手段保存和匯編畢業(yè)設(shè)計(jì)（論文）。 結(jié)構(gòu)形式采用鋼筋混凝土框架結(jié)構(gòu)，承重體系為縱橫向混合承重，隔墻用輕質(zhì)混凝土砌塊填充墻。 在結(jié)構(gòu)設(shè)計(jì)中，依照 6 度設(shè)防烈度進(jìn)行抗震設(shè)計(jì)，用底部剪力法計(jì)算水平地震作用，用彎矩二次分配法計(jì)算結(jié)構(gòu)在豎向荷載作用下的內(nèi)力，用《建筑抗震設(shè)計(jì)規(guī)范》規(guī)定的方法進(jìn)行內(nèi)力組合，求一榀框架的內(nèi)力設(shè)計(jì)值并配筋。 .In the structural design， the bottom shear method is used to calculate the action of horizontal seismic, and the moment quadratic distribution method is used to calculate the internal force of the structure under vertical loads． After all this work has been done, the method provided by the code for the design of anti－ seismic structure is used to bine the inertial force and calculate the reinforcement of one lateral frame． Key words: graduation design, the frame structure, loads, internal force, reinforcement design value華東交通大學(xué)理工學(xué)院畢業(yè)設(shè)計(jì) 3 目錄 1 工程概況 ...................................................................................................................... 6 2 設(shè)計(jì)資料 ...................................................................................................................... 7 ..................................................................................................... 7 氣象資料 ............................................................................................................ 7 抗震設(shè)防烈度 ..................................................................................................... 7 ................................................................................................................... 7 3 結(jié)構(gòu)平面布置 ............................................................................................................... 8 結(jié)構(gòu)平面布置圖 ................................................................................................. 8 框架梁截面初估 ................................................................................................. 8 框架柱截面初估 ................................................................................................. 9 按層高確定截面尺寸 ................................................................................ 9 按柱的受荷面積估算 ................................................................................ 9 初選樓板 ............................................................................................... 10 4 結(jié)構(gòu)計(jì)算簡(jiǎn)圖及梁柱剛度計(jì)算 ......................................................................................11 梁的線剛度計(jì)算 ............................................................................................... 12 柱的線剛度計(jì)算 ............................................................................................... 13 5 荷載計(jì)算 .................................................................................................................... 15 豎向荷載計(jì)算 ................................................................................................... 15 恒荷載及其計(jì)算簡(jiǎn)圖 .............................................................................. 15 活荷載及其計(jì)算簡(jiǎn)圖 .............................................................................. 19 豎向恒載、活載作用 .............................................................................. 21 橫向荷載計(jì)算（風(fēng)荷載標(biāo)準(zhǔn)值計(jì)算） ................................................................ 22 6 風(fēng)荷載作用下的彈性位移計(jì)算 ..................................................................................... 24 計(jì)算柱的抗側(cè)剛度 D值 ..................................................................................... 24 測(cè)移值及測(cè)移限制 ............................................................................................ 25 7 豎向荷載作用下框架內(nèi)力計(jì)算 ..................................................................................... 27 豎向荷載作用 下彎矩計(jì)算 ................................................................................. 27 梁的固端彎矩 ........................................................................................ 27 荷載分配 ............................................................................................... 28 豎向荷載作用下剪力計(jì)算 ................................................................................. 35 豎向荷載作用下剪力計(jì)算 據(jù)簡(jiǎn)圖及推導(dǎo)公式計(jì)算 .................................. 35 豎向活載作用下剪力計(jì)算計(jì)算方法同恒載 .............................................. 36 豎向荷載作用下軸力計(jì)算 ................................................................................. 38 8 水平荷載 (風(fēng)荷載 )作用下內(nèi)力計(jì)算 .............................................................................. 42 D值法計(jì)算假定 ................................................................................................ 42 Vi ............................................................................................... 42 反彎點(diǎn)高度計(jì)算 ............................................................................................... 44 柱端彎矩及剪力計(jì)算 ........................................................................................ 46 梁端彎矩 .......................................................................................................... 46 9 荷載組合及內(nèi)力組合 ................................................................................................... 49 控制截面 .......................................................................................................... 49 .................................................................................. 52 ................................................................................................... 52 華東交通大學(xué)理工學(xué)院畢業(yè)設(shè)計(jì) 4 ..................................................................................... 54 10 截面設(shè)計(jì)與配筋設(shè)計(jì) ................................................................................................. 62 框架梁 (正 .斜 )截面設(shè)計(jì) 及配筋設(shè)計(jì) ................................................................ 62 框架柱截面設(shè)計(jì)及配筋設(shè)計(jì) ............................................................................ 71 11樓梯設(shè)計(jì) ................................................................................................................... 76 12基礎(chǔ)計(jì)算 ...............................................................