吉祥办公楼建筑设计毕业论文

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1、吉祥办公楼建筑设计毕业论文目录第一章建筑设计·······································(1)1.1本工程设计依据································(1)1.2工程概况·····································(1)1.3设计资料、要求和原则···························(1)1.4建筑设计·····································(3)第二章结构布置方案································

2、····(6)2.1工程背景·····································(6)2.2梁、柱、板截面尺寸确定····························(9)第三章荷载计算·······································(13)3.1屋面恒荷载计算································(13)3.2走廊楼面·····································(13)3.3标准层楼面···································(

3、13)3.4屋面及楼面活荷载计算···························(14)3.5梁自重······································(14)3.6柱自重······································(15)3.7墙自重······································(15)第四章结构内力及位移计算·······························(18)4.1梁柱线刚度···································(18)4.

4、2梁柱的线平均刚度比·····························(19)4.3风荷载计算···································(21)4.4风荷载作用下框架侧移计算························(22)794.5风荷载作用下框架结构的内力计算····················(24)4.6竖向荷载作用下内力计算·························(30)4.7梁柱弯矩分配·································(40)4.8剪力计算··············

5、·······················(46)4.9轴力计算·····································(54)4.10恒载跨中弯矩·································(58)4.11活载跨中弯矩·································(59)第五章结构内力组合···································(62)5.1梁内力组合···································(62)5.2柱内力组合···············

6、····················(64)第六章框架配筋计算···································(68)6.1柱配筋计算···································(68)6.2梁配筋计算···································(84)第七章楼板的结构设计··································(91)7.1楼板的计算模型确定及荷载统计·····················(91)7.2板的配筋························

7、············(101)第八章楼梯的结构设计·································(102)总结·················································(108)参考文献·············································(109)致谢················································(110)79第一章建筑设计说明一、本工程设计依据：1.国家现行的有关设计规范，规程和标准：(1)《民用建