학술논문
DECK 형 중공(中空) 슬래브 전단성능 평가
Document Type
Article
Author
Source
2. 한국방재학회 논문집 11. 4 (2011): 1-8.
Subject
Language
Korean
ISSN
17382424
Abstract
Shear behaviour of void slabs with deck is experimentally analyzed in this study. The specimens were tested by pushover test with parameters of the existence of void, and the depth of the slab. As a result, the shear capacity of the standard specimen with void were reduced to 67% of the solid specimen. The expectative shear capacity can be calculated with 45 degrees inclined effective concrete area at critical distance d except void area.