某实验中学办公楼设计毕业论文.doc

某实验中学办公楼设计毕业论文.doc

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时间:2017-07-05

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1、设计题目:长沙市华远实验中学办公楼设计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··············

2、·····························5    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    第117页设计题目:长沙市华

3、远实验中学办公楼设计1.9 其他结构的选型和材料的选择·······························6第二章 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·············································

4、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····································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  

5、 3.1 恒荷载标准值的计算······································14   3.2 活荷载标准值的计算第117页设计题目:长沙市华远实验中学办公楼设计······································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···················

6、····························213.6风荷载作用下侧移的验算···································21第二章框架的内力计算···········································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····························

7、·············244.4活载下的内力计算···········································274.5恒载下弯矩的分配···········································334.6活载下弯矩的分配第117页设计题目:长沙市华远实验中学办公楼设计···········································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········

8、·························4

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