框架办公楼设计计算书土木工程毕业设计

《框架办公楼设计计算书土木工程毕业设计》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、四川大学本科生毕业设计成都金凤集团综合办公楼设计目　录绪论·····························································41设计资料····················································4　1.1工程名称····················································41.2工程概况····················································41.3建筑等级·················

2、···································41.4设计荷载····················································41.5抗震设防····················································4121四川大学本科生毕业设计成都金凤集团综合办公楼设计1.6气象资料····················································41.7材料选用············································

3、········52结构布置与计算简图·············································52.1结构平面布置················································52.2构件截面初估················································52.3计算简图····················································62.4框架梁柱线刚度计算·········································

4、·73121四川大学本科生毕业设计成都金凤集团综合办公楼设计　恒载及其内力分析·············································83.1恒载标准值计算··············································83.2框架梁线荷载计算···········································113.3框架柱节点集中荷载计算·····································113.4恒荷载下框架固端弯矩······························

5、·········133.5节点分配系数计算···········································133.6恒载作用下框架的内力计算···································144　活载及其内力分析·121四川大学本科生毕业设计成都金凤集团综合办公楼设计············································204.1活载标准值计算············································204.2活载作用下梁线荷载计算·····················

6、················204.3框架柱节点集中荷载计算·····································214.4活载下框架的固端弯矩·······································225　风载及其内力分析·············································235.1　风载标准值计算···········································275.2　侧移刚度及剪力分配系数计算·······························29121四川大

7、学本科生毕业设计成都金凤集团综合办公楼设计5.3风载作用下框架侧移计算·····································305.4风载下框架内力计算·········································316水平地震荷载作用·············································356.1重力荷载代表值计算······································3