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建筑面积4000多平米六层框架办公楼(施工图、实习报告、论文、外文翻译)

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建筑面积4000多平米六层框架办公楼(施工图、实习报告、论文、外文翻译)

 

第一章 建筑设计··························································

1.1 采光、通风设计······················································

1.2 设计资料···························································

1.3 设计资料···························································

1.4 采光、通风设计······················································

第二章 结构设计··························································

2.1 结构选型布置及计算简图·············································

2.1.1 结构选型·······················································

2.1.2 柱网布置 ······················································

2.2 梁板柱的截面尺寸···················································

2.2.1 ·····························································

2.2.2 ·····························································

2.2.3 ·····························································

第三章 荷载计算··························································6

3.1 建筑设计···························································6

3.2 屋面及楼面可变荷载标准值···········································6

3.3 梁柱自重···························································7

3.4 墙体自重···························································7

3.5 重力荷载代表值·····················································8

第四章 框架侧移计算·····················································11

4.1 重力侧移刚度计算··················································11

4.2 横向水平荷载作用下框架内力和侧移计算······························12

4.2.1 横向框架结构定点假想位移计算··································12

4.3 横向地震作用计算··················································12

4.3.1 水平地震作用下的计算··········································12

4.3.2 水平地震作用下的位移计算 ····································15

4.3.3 水平地震作用下框架内力计算····································15

4.4横向风荷载作用下框架内力计算·······································17

4.4.1 风荷载的内力计算··············································17

4.3.2 风荷载侧移计算················································18

第五章 竖向荷载作用下内力计算···········································21

5.1 计算单元··························································21

5.2 荷载计算··························································21

5.3 内力计算··························································23

5.4 竖向框架内力······················································26

5.4.1 横梁弯矩调幅··················································26

5.4.2 荷载组合······················································28

5.4.3 考虑地震作用下的内力组合······································30

5.5 柱端弯矩设计值调整··············································47

第六章 节点验算·························································50

第七章 截面设计·························································52

7.1 框架梁截面配筋验算的··············································52

7.1.1 建筑设计······················································52

7.1.2 梁截面受剪承载力计算··········································55

7.2 框架柱截面配筋计算················································56

7.2.1 剪跨比和轴压比验算············································56

7.2.2 柱的正截面承载力计算··········································56

7.2.3 框架柱斜截面受剪承载力计算····································59

7.3 楼面板荷载计算····················································61

7.4 楼梯设计··························································63

7.5 基础计算 ·························································66

7.5.1 基础截面确定··················································66

7.5.2 基础梁内力计算················································66

致谢····································································70

参考文献 ································································71

附录····································································72



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