| 논문명 |
SN 강재를 이용한 엔드플레이트항복형 보-기둥접합부의 구조 거동 / Structural Behavior of Column to Beam Connections with Plastic Deformation in the End-Plate Using SN Steel |
| 저자명 |
이세정(Lee Se-Jung) ; 채흥석(Chae Heung-Suk) ; 이성희(Lee Seong-Hui) ; 김진호(Kim Jin-Ho) ; 최성모(Choi Sung-Mo) |
| 발행사 |
대한건축학회 |
| 수록사항 |
대한건축학회논문집 구조계, v.27 n.6 (2011-06) |
| 페이지 |
시작페이지(3) 총페이지(8) |
| ISSN |
12269107 |
| 주제분류 |
구조 |
| 주제어 |
엔드플레이트항복형접합부 ; 익스탠디드 엔드플레이트접합부 ; 비탄성 변형성능 ; 건축구조용강재//Plastic Deformation in the End-Plate ; Extended End-Plate Connections ; Inelastic Deformation ; New Steel(SN) |
| 요약2 |
In End-Plate connection, End-Plate and beam are welded in a factory and fastened with bolts in the field. End-Plate connection, one of Partial Rigid Connections(PR) has been observed the structural behavior and deformation performance equivalent to Full Rigid Connections(FR). Four impossible failure modes of End-plate connection subjected to hysteresis behavior are categorized into the plastic deformation in the End-Plate and the beam yielding, the bolt failure, the brittle failure of weld section, The beam yielding and plastic deformation in the End-Plate can perform the enough ductility behavior and inelastic deformation, while the bolt failure and brittle failure of weld section can not perform it. It is important that End-Plate connection prevents the brittle failure and procures the reliability of connection. In this paper, it is propose to occur the plastic deformation in the End-Plate and to procure the reliability of connections. Therefore, we suggested End-Plate yielding connections using only End-Plate for New Steel(SN Steel) limited between upper and lower yield point in order to obtain the enough ductility behavior and End-Plate inelastic deformation. |
| 소장처 |
대한건축학회 |