超限报告的主要内容

超限报告的主要内容

(虽说报告编制和样式具有多样性，但主要内容大多数是相似的，根据项目的特点重点分析内容会有差异)

目录

1 工程概况···············································································································X

1.1 总体概况··························································································X

1.2 分区及分缝····················································································· X

2 设计依据··························································································X

2.1 设计规范及标准···············································································X

2.2 相关文件··························································································X

2.3 耐火等级··························································································X

3 材料···································································································X

3.1 混凝土······························································································X 3.2 主要构件混凝土强度等级··································································X 3.3 钢筋··································································································X 3.4 混凝土保护层····················································································X 3.5 钢材··································································································X

3.6 主要钢材等级····················································································X

4 荷载取值及验算要求······································································X

4.1 楼面活荷载·······················································································X 4.2 各层楼盖的活荷载折减系数······························································X

4.3 风荷载······························································································X

4.5 温度作用·····························································································X 4.6 作用效应组合······················································································X 4.7 中震弹性·····························································································X 4.8 大震不屈服、不屈曲···········································································X 4.9 验算要求·····························································································X 4.10 结构竖向变形限值·············································································X 4.11 结构水平变形限值·············································································X 4.12 结构舒适度控制·················································································X 5风洞试验结果及设计··········································································X

5.1 风洞试验的目的和原理及方法·····························································X 5.2风洞试验结果分析···············································································X 5.3规范风荷载取值与风洞试验结果的比较················································X

5.4结论及建议··························································································X

6 工程地质条件·····················································································X 6.1 概述····································································································X 6.2 地形地貌·····························································································X 6.3 地质构造·····························································································X 6.4 水文地质条件······················································································X 6.5 岩土层分布·························································································X 6.6 主要岩土层的力学指标········································································X 6.

7 不良工程地质作用···············································································X