id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
cet-4049		cet-4049		6	.pdf	application/pdf	2309	80	39	Summarizing existing connection based on the concept of prefabricated reinforced concrete frame structure part, that reinforced concrete prefabricated column frame structure is decomposed into two parts and precast beams, beams and only reinforced the core area disposed within the range of the connection zone member, in reinforced concrete structures is not continuous, non-reinforced connecting region of SRC (Ricci, 2013). 3 specimens, 1SI and 2SI connecting region did not appear damaged, 3SI connection area damage because of the lower part of the column of steel reinforcement, so the contrast intensity beam-column joints connecting area and the core area of the connecting area of cracks is always less than 0.2mm, meet regulatory requirements, the situation on the steel reinforced concrete from peeling does not appear, shear key reliable anti-slip effect, can be 1109 connected by means of connection of reinforced concrete structures of unreinforced steel reinforced concrete structure.	cache/cet-4049.pdf	txt/cet-4049.txt