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캡을 활용한 춤이 깊은 강재 데크의 휨내력에 관한 실험적 연구
전상현(Jeon Sang-Hyeon),박기연(Park Ky-Youn),이성희(Lee Soeng-Hui),김영호(Kim Young-Ho),최성모(Choi Sung-Mo) 대한건축학회 2011 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.31 No.2(구조계)
Recently, the economy in using steel deck is achieved due to constructing ability and speeding. Normally, spans less than 5m can be without propping, in excess of 5m will propping. An innovative deep deck system with cap plate is proposed intend to eliminate propping, and its method are evaluated the stiffness and strength by flexural test as construction loading. The performances of the proposed deck system are examined so as to verify its actual applicability. Consequently, this innovative capped deck is seen to offer improved a flexural strength and a compressive buckling stability in floor construction.