xx市某小區(qū)11層住宅樓框架結(jié)構(gòu)設(shè)計(jì)畢業(yè)設(shè)計(jì)論文

1、XX 市某小區(qū) 市某小區(qū) 11 層住宅樓框架結(jié)構(gòu)設(shè)計(jì)畢 層住宅樓框架結(jié)構(gòu)設(shè)計(jì)畢 業(yè)論文 業(yè)論文目 錄摘 要 ...........................................................................................................................................I目 錄.......................

2、..................................................................................................................III1 工程概況.................................................................................................

3、................................1 1.1 設(shè)計(jì)任務(wù)...............................................................................................................................11.2 場地類別..........................................

4、....................................................................................11.3 設(shè)計(jì)內(nèi)容..............................................................................................................................1

5、1.4 設(shè)計(jì)流程圖...........................................................................................................................22 建筑設(shè)計(jì).................................................................................

6、................................................2 2.1 建筑功能..............................................................................................................................22.2 方案比選...........................

7、...................................................................................................22.3 平面布置................................................................................................................

8、..............32.4 功能材料..............................................................................................................................8 3 屋蓋樓蓋設(shè)計(jì).............................................................

9、............................................................83.1 設(shè)計(jì)資料..............................................................................................................................83.2 結(jié)構(gòu)平面布置圖（A 區(qū)）........

10、..........................................................................................84 框架結(jié)構(gòu)與計(jì)算簡圖.............................................................................................................94.1 梁柱尺寸

11、..............................................................................................................................9 4.1.1 梁截面尺寸.................................................................................

12、......................................94.1.2 柱截面尺寸.......................................................................................................................94.2 計(jì)算簡圖（取軸線 5 處）.................................

13、.................................................................94.3 梁柱線剛度...........................................................................................................................95 恒荷載內(nèi)力計(jì)算............

14、.......................................................................................................11 5.1 恒荷載計(jì)算.........................................................................................................

15、...............11 5.1.1 屋面框架梁線荷載標(biāo)準(zhǔn)值.............................................................................................115.1.2 樓面框架梁線荷載標(biāo)準(zhǔn)值.........................................................................

16、.....................11 5.1.3 屋面框架節(jié)點(diǎn)集中荷載標(biāo)準(zhǔn)值......................................................................................125.1.4 樓面框架節(jié)點(diǎn)集中荷載標(biāo)準(zhǔn)值......................................................................

17、................12 5.2 恒荷載作用下內(nèi)力計(jì)算.....................................................................................................125.2.1 計(jì)算簡圖..........................................................................

18、...............................................12 5.2.2 荷載等效.........................................................................................................................13 5.2.3 固端彎矩計(jì)算........................

19、.........................................................................................145.2.4 分層計(jì)算彎矩（取半結(jié)構(gòu)計(jì)算）.................................................................................14 5.2.5 不平衡彎矩分配............

20、.................................................................................................175.2.6 跨中彎矩計(jì)算.............................................................................................................

21、....17 5.2.7 剪力計(jì)算.........................................................................................................................19 5.2.8 軸力計(jì)算.....................................................................

22、....................................................195.2.9 彎矩調(diào)幅.........................................................................................................................26 5.2.10 梁端柱邊剪力與彎矩................

23、...................................................................................26扣扣 1783080546.1.2 樓面框架梁線荷載標(biāo)準(zhǔn)值.............................................................................................27 6.1.3 屋面框架

24、節(jié)點(diǎn)集中荷載標(biāo)準(zhǔn)值.....................................................................................276.2 活荷載作用下內(nèi)力計(jì)算....................................................................................................27 6.2.1 計(jì)

25、算簡圖.........................................................................................................................276.2.2 荷載等效....................................................................................

26、.....................................27 5.2.3 固端彎矩計(jì)算.................................................................................................................285.2.4 分層計(jì)算彎矩.........................................

27、.........................................................................286.2.5 不平衡彎矩分配.............................................................................................................316.2.6 跨中彎矩計(jì)算.........

28、........................................................................................................31 6.2.7 剪力計(jì)算.......................................................................................................

29、..................336.2.8 軸力計(jì)算.........................................................................................................................336.2.9 彎矩調(diào)幅.........................................................

30、................................................................386.2.10 梁端柱邊剪力與彎矩...................................................................................................387 風(fēng)荷載內(nèi)力計(jì)算............................

31、.......................................................................................39 7.1 風(fēng)荷載計(jì)算........................................................................................................................3

32、97.2 內(nèi)力計(jì)算............................................................................................................................407.2.1 剪力在各層間的分布......................................................................

33、...............................407.2.2 各柱反彎點(diǎn)及柱端彎矩（單位：kN?m）....................................................................41 7.2.3 風(fēng)荷載作用下的內(nèi)力圖...........................................................................

34、......................437.2.4 梁端柱邊彎矩（單位：kN?m）....................................................................................478 地震作用內(nèi)力計(jì)算...............................................................................

35、................................488.1 水平地震作用計(jì)算............................................................................................................488.1.1 各層 D 值匯總（D 單位：104kN/m） ...................................

36、......................................48 8.1.2 頂點(diǎn)位移計(jì)算（將重力荷載代表值 Gi 作為水平荷載）...........................................488.1.3 基本自振周期..........................................................................................

37、.......................488.1.4 基本自振周期水平地震影響系數(shù).................................................................................498.1.5 結(jié)構(gòu)底部剪力標(biāo)準(zhǔn)值.............................................................................

38、........................498.1.6 各層水平地震作用標(biāo)準(zhǔn)值.............................................................................................49 8.1.7 各層水平地震層間剪力.................................................................

39、................................50 8.2 一榀框架內(nèi)力計(jì)算（KJ1）.............................................................................................518.2.1 層間剪力在各柱分配..........................................................

40、...........................................51 8.2.2 反彎點(diǎn)高度確定.............................................................................................................518.2.3 地震作用下的內(nèi)力力圖..................................

41、...............................................................53 8.2.4 梁端柱邊彎矩（單位：kN?m）....................................................................................569 內(nèi)力組合.........................................

42、......................................................................................57 9.1 梁內(nèi)力組合........................................................................................................................57

43、 8.2 柱內(nèi)力計(jì)算........................................................................................................................699.3 內(nèi)力設(shè)計(jì)值匯總.............................................................................

44、...................................85 9.3.1 梁內(nèi)力設(shè)計(jì)值匯總.........................................................................................................859.3.2 柱內(nèi)力設(shè)計(jì)值匯總...............................................

45、..........................................................86 10 截面設(shè)計(jì).............................................................................................................................89 10.1 梁截面設(shè)計(jì)..............

46、........................................................................................................8910.1.1 正截面受彎承載力計(jì)算...............................................................................................89