전단 경간비에 따른 중공슬래브의 일방향 전단강도

One-Way Shear Strength of Void Slabs According to Shear Span-Depth Ratios

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.

제목
전단 경간비에 따른 중공슬래브의 일방향 전단강도
제목 (타언어)
One-Way Shear Strength of Void Slabs According to Shear Span-Depth Ratios
저자
조가연 최창식
발행일
2017-11
유형
Proceeding
저널명
한국콘크리트학회 2017년도 가을 학술대회 논문집
29
2
페이지
189 ~ 190