Main topics in this study is a new structural detail for connection between H-Steel or SRC column and flat plate slab. We carried out to evaluate the punching shear performance of H-steel or SRC column + RC slab system for vertical load and lateral load. From the test results structural characteristics - yield moment, yield rotation, maximum moment, deformation capabilities ect. - are obtained and evaluated. In this paper as a shear reinforcement for supporting region of plate closed stirrup type and shear band are used, and their test results are compared.

• 윤명호(공주대학교 건축공학과 교수) | Yoon, Myung-Ho Corresponding author
• 이윤희(공주대학교 건축공학과 박사과정) | Lee, Yoon-Hee
• 유홍식((재)포항산업과학연구원) | Ryu, Hong-Sik
• 김진원((재)포항산업과학연구원) | Kim, Jin-Won