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2013届本科毕业设计（论文）
题目：北京市热力公司办公楼设计
目 录
摘要····································································6
第1章 建筑结构设计说明·············································7
1.1 建筑设计说明························································7
1.1.1 工程概况···························································7
1.1.2 气象资料···························································7
1.1.3 工程地质条件·······················································8
1.1.4 抗震设防··························································8
1.1.5 门窗及墙身做法···················································8
1.1.6 所用材料·························································8
1.2 结构说明·························································8
1.2.1 网柱结构布置图及各梁柱截面尺寸·································8
1.2.2 框架结构计算简图·············································9第2章 荷载计算················································11
2.1 恒载计算·····················································11
2.1.1 屋面框架梁线荷载标准值········································11
2.1.2 楼面框架梁线荷载标准值········································11
2.1.3 屋面框架节点集中荷载标准值····································12
2.1.4 楼面框架节点集中荷载标准值····································12
2.2 楼（层）活载计算···············································13
2.2.1 屋面活荷载················································14
2.2.2 楼面活荷载·················································14
2.3 风载计算···················································14
2.3.1 风荷载标准值计算·········································14
2.3.2 风荷载作用下的位移验算····································15
2.4 地震荷载计算···············································17
2.4.1 重力荷载代表值计算········································17
2.4.2 框架刚度计算·············································18
2.4.3 结构基本周期的计算········································20
2.4.4 多遇水平地震作用标准值计算·································20
2.4.5 横向框架弹性变形验算······································21
第3章 荷载下内力计算·······································22
3.1
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