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1、裝配式混凝土框架和框架剪力墻結(jié)構(gòu)設(shè)計規(guī)程(DesignSpecificationforPrecastConcreteFrameandFrame-ShearWallStructure)(送審稿)北京地區(qū)《裝配式混凝土框架和框架剪力墻結(jié)構(gòu)設(shè)計規(guī)程》編制組2014年12月目錄1總則......................................................................................................................................................22術(shù)語和符號...
2、.......................................................................................................................................32.1術(shù)語...............................................................................................................................................32.2符號........
3、.......................................................................................................................................43基本規(guī)定..............................................................................................................................................54材料...........
4、...........................................................................................................................................74.1混凝土、鋼筋和鋼材...................................................................................................................74.2連接材料.......................
5、................................................................................................................75結(jié)構(gòu)設(shè)計基本規(guī)定..............................................................................................................................95.1一般規(guī)定..........................................
6、..............................................................................................95.2作用及作用組合.........................................................................................................................115.3結(jié)構(gòu)分析...............................................................
7、......................................................................115.4預制構(gòu)件設(shè)計.............................................................................................................................125.5連