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大小:771.74 KB
页数:36页
时间:2018-07-06
《装配式混凝土框架和框架剪力墙结构设计规程》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、装配式混凝土框架和框架剪力墙结构设计规程(DesignSpecificationforPrecastConcreteFrameandFrame-ShearWallStructure)(送审稿)北京地区《装配式混凝土框架和框架剪力墙结构设计规程》编制组2014年12月目录1总则......................................................................................................................................................22术语和符号...
2、.......................................................................................................................................32.1术语...............................................................................................................................................32.2符号........
3、.......................................................................................................................................43基本规定..............................................................................................................................................54材料...........
4、...........................................................................................................................................74.1混凝土、钢筋和钢材...................................................................................................................74.2连接材料.......................
5、................................................................................................................75结构设计基本规定..............................................................................................................................95.1一般规定..........................................
6、..............................................................................................95.2作用及作用组合.........................................................................................................................115.3结构分析...............................................................
7、......................................................................115.4预制构件设计.............................................................................................................................125.5连
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