The shear behavior of reinforced concrete structure is one of the difficult problems that are not identified theoretically clearly yet despite the efforts of researchers for several years. Since bending and shear strength of hollow slab may decrease due to hollow part inside slab, prediction of such structure performance is very important. In this study, the shear behavior of one-way hollow slab were analyzed through experiment to conduct study on estimation of shear strength, and after comparative evaluation of structure performance based on experiment results.

• 김기철(서일대학교 건축과 부교수, 공학박사) | Kim, Gee Cheol
• 김광일(영남대학교 대학원 건축학과, 박사과정) | Kim, Kwang Il
• 강주원(영남대학교 건축학부 교수, 공학박사) | Kang, Joo Won 교신저자