전단 경간비에 따른 중공슬래브의 일방향 전단강도

초록

One-way shear strength of void slabs with wire lattice could be affected by hollow shape, ratio and lattice. In this study, the five truss deck slabs according to shear span-depth ratio were tested those have hollow bodies and continuous lattices to the longitudinal direction. The shear strength was decreased while the shear span-depth ratio increased.