介绍： 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)
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