欢迎来到天天文库
浏览记录
ID:1404561
大小:7.51 MB
页数:115页
时间:2017-11-11
《某实验中学办公楼设计毕业论文》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、某实验中学办公楼设计毕业论文目录第一章设计说明···················································4 1.1 建筑设计计算依据及设计要求·······························4 1.2 建筑设计的概括和相关的经济参数···························4 1.3 建筑场地的地区条件·······································4 1.4 建筑的相关内容···········································5
2、 1.5 建筑结构的构造措施处理···································5 1.6 建筑工程的相关做法·······································5 1.7 结构设计说明·············································6 1.8 结构选型·················································6 1151.9 其他结构的选型和材料的选择·······························6第二章
3、 结构布置和相关荷载的计算································8 2.1 柱网的布置················································8 2.2 结构框架的承重方案的选择·································8 2.3 结构计算简图·············································8 2.4 柱、梁截面尺寸的初步选择·································9 2.5 确定该结构的计算简图
4、····································11 2.6 梁、柱的惯性矩的计算····································12 2.7 梁、柱线性刚度的相关计算································13第三章 荷载的计算················································14 3.1 恒荷载标准值的计算······································14 3.2 活荷载标准值的计算115···········
5、···························17 3.3 竖向荷载作用下的受荷总图································173.4 竖向荷载作用下框架的受荷计算·····························183.5风荷载计算···············································213.6风荷载作用下侧移的验算···································21第二章框架的内力计算·························
6、··················224.1竖向荷载作用下内力的计算·································224.2相对线刚度的计算···········································234.3恒荷载下的内力计算·········································244.4活载下的内力计算···········································274.5恒载下弯矩的分配···········································33
7、4.6活载下弯矩的分配115···········································354.7荷载作用下梁、柱的剪力计算·································434.8荷载作用下梁、柱的轴力计算·································484.9水平力作用下的内力计算·····································52第二章内力组合·····················
此文档下载收益归作者所有