역삼각 트러스근을 이용한 데크 플레이트의 구조성능평가

This paper presents the results of an experimental research on 24 deck plates with triangle and inverted truangle type truss bar. Several service load and ultimate load tests have been carried out on the prefabricated deck panels, in order to examine and evaluate the panel behavior under standard load and when loaded to failure. This study clearly demonstrates that an inverted triangle turss deck panel is a feasible alternative to RC decks from standpoint of stiffness, strength and load carrying capacity.