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时间:2018-07-13
《框架办公楼设计计算书土木工程学士学位论文.doc》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····················································4
2、1.3建筑等级····················································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
3、材料选用····················································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··································
4、··················62.4框架梁柱线刚度计算··········································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···········································11
5、3.3框架柱节点集中荷载计算·····································113.4恒荷载下框架固端弯矩·······································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·················
6、···························204.1活载标准值计算············································204.2活载作用下梁线荷载计算·····································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···············
7、······························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········································
8、·316水平地震荷载作用·············································356.1重力荷载代表值计算······································3
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