原创力文档- 1、本文档共84页，可阅读全部内容。
- 2、原创力文档（book118）网站文档一经付费（服务费），不意味着购买了该文档的版权，仅供个人/单位学习、研究之用，不得用于商业用途，未经授权，严禁复制、发行、汇编、翻译或者网络传播等，侵权必究。
- 3、本站所有内容均由合作方或网友上传，本站不对文档的完整性、权威性及其观点立场正确性做任何保证或承诺！文档内容仅供研究参考，付费前请自行鉴别。如您付费，意味着您自己接受本站规则且自行承担风险，本站不退款、不进行额外附加服务；查看《如何避免下载的几个坑》。如果您已付费下载过本站文档，您可以点击 这里二次下载。
- 4、如文档侵犯商业秘密、侵犯著作权、侵犯人身权等，请点击“版权申诉”（推荐），也可以打举报电话：400-050-0827(电话支持时间：9:00-18:30)。
- 5、该文档为VIP文档，如果想要下载，成为VIP会员后，下载免费。
- 6、成为VIP后，下载本文档将扣除1次下载权益。下载后，不支持退款、换文档。如有疑问请联系我们。
- 7、成为VIP后，您将拥有八大权益，权益包括：VIP文档下载权益、阅读免打扰、文档格式转换、高级专利检索、专属身份标志、高级客服、多端互通、版权登记。
- 8、VIP文档为合作方或网友上传，每下载1次， 网站将根据用户上传文档的质量评分、类型等，对文档贡献者给予高额补贴、流量扶持。如果你也想贡献VIP文档。上传文档
超限高层民用建筑工程抗震设计导则
目次
1总则·················································································1
2术语和符号···········································································2
2.1术语···········································································2
2.2主要符号········································································5
3超限高层民用建筑工程的界定···················································7
3.1一般规定········································································7
3.2超限分级········································································7
4抗震设计基本规定··································································10
4.1一般规定········································································10
4.2概念设计········································································11
4.3抗震性能化设计·······························································13
4.4抗连续倒塌设计·······························································14
4.5非结构构件及附属设备抗震性能设计····································14
5荷载和地震作用·····································································16
5.1一般规定········································································16
5.2风荷载与雪荷载·······························································16
5.3地震作用········································································17
6计算分析和加强措施·······························································21
6.1一般规定········································································21
6.2高度超限和高宽比超限的结构·············································26
6.3平面不规则的结构····························································27
6.4带转换层、加强层和超长悬挑的结构····································29
6.5连体结构和立面开洞结构···················································32
6.
文档评论（0）