In this study, the necessity of shear reinforcement for one-way voided slab is verified through the experiment. The shear reinforcement for one-way voided slab needs to be considered for improvement of its structural performance, according to analysis results about the shear strength and the failure mode of its specimens.

• 윤성욱(영남대학교 건축학부 석사과정) | Yoon, Sung-Wook
• 김기철(서일대학교 건축과 교수, 공학박사) | Kim, Gee-Cheol
• 강주원(영남대학교 건축학부 교수, 공학박사) | Kang, Joo-Won 교신저자