The conventional RC flat plate slab system have many good features, which are design flexibilities, saving of story-height and economy of construction etc. But the study of flat plate slab system for H-steel or SRC column have been rare both at home and abroad. Main topics in this study is a new structural detail for connection between H-Steel or SRC column and flat plate slab. The test for lateral performance of connection between H-Steel or SRC column and flat plate slab was carried out. From the test results structural characteristics - yield moment, yield rotation, maximum moment, deformation capabilities and so on - are obtained and evaluated.

ABSTRACT
 1. 서 론
 2. 본 론
  2.1 실험체 계획
  2.2 가력 및 측정 방법
  2.3 실험 결과
  2.4 실험 결과분석
 3. 결 론
 참고 문헌

• 윤명호(공주대학교 공과대학 건축학부) | Yoon Myung-Ho
• 김현영(공주대학교 공과대학 건축공학과) | Kim Hyun-Yung
• 유홍식((재)Rist 강구조연구실) | Ryu Hong-Sik