某六层学生公寓建筑结构毕业设计（计算书+图）内容介绍
本设计是学生公寓设计。总建筑面积为5391.49㎡，底层占地面积为898.58㎡，总高为21.90m。根据设计要求，设防烈度为8度，抗震等级为二级，设计中要考虑抗震设计。本方案采用钢筋混凝土现浇框架结构。主体结构为双向承重框架，横向框架等跨。在进行荷载计算和构件截面估算后，选取一榀框架进行计算，用迭代法算出内力，并对最不利活荷载和最不利内力进行分析，通过底部剪力法求出地震荷载。本方案基础形式采用柱下独立基础.整个方案设计基本符合设计和结构要求，具有一定的创造性和合理性。该 项目为云南省中医学院学生公寓楼设计。总建筑面积为 4500～6000㎡，位于昆明东城区呈贡云南省中医学院内。六层全框架结构，室内外高差为0.45m。防火等级为二级，抗震设防烈度为8度，设计基本地震加速度值为0.2g

目录
摘要······························································(3)
　　　一、中文摘要及中文关键词·····································(3)
　　　二、英文摘要及英文关键词····································(4)
前言 ···························································(6)
正文 ···························································(7)
　　　一、建筑设计·················································(7)
　　　　　　1、设计依据·············································(7)
　　　　　　2、设计要求·············································(7)
　　　　　　3、方案选择分析·········································(7)
　　　　　　4、总体布置、立面造型、经济指标及其他 ··················(9)
　　　二、结构设计·················································(10)
　　　　　　1、结构方案比较、结构布置及计算简图 ····················(10)
　　　　　　2、重力荷载·············································(14)
　　　　　　3、横向框架侧移刚度计算 ································(19)
　　　　　　4、横向框架水平地震作用下的内力和侧移计算···············(20)
　　　　　　5、竖向荷载作用下的框架内力计算·························(28)
　　　　　　6、横向框架的内力组合 ·································(42)
　　　　　　7、截面设计 ············································(49)
　　　　　　8、基础设计·············································(68)
　　　　　　8、楼梯设计 ············································(77)
　结论 ·························································(81)
　总结体会························································(82)
　谢辞····························································(83)
　主要参考文献····················································(84)

附录 ·························································(86)
　　　一、英文原文 ··············································(86)
　　　二、中文译文 ············································· (96)