| 논문명 |
고연성 엔드플레이트 항복형 철골기둥-보 접합부의 설계 개념과 절차 / A study on Design Concept Procedures of End-Plate Column to Beam Connections with Plastic Deformation High in the End-Plate / 08. 제6분과 강구조 |
| 저자명 |
김선희 ; 이성희 ; 채흥석 ; 김용환 ; 최성모 |
| 발행사 |
대한건축학회 |
| 수록사항 |
대한건축학회 학술발표대회 논문집 (2007-10) |
| 페이지 |
시작페이지(13) 총페이지(4) |
| 주제분류 |
구조 |
| 주제어 |
엔드플레이트 ; 연성능력 ; 구조 내력 ; 엔드플레이트 항복형 ; End-Plate Connection ; Ductile Capacity ; structural Resistance ; mechanism ; Plastic deformation in the end-plate |
| 요약1 |
본 연구에서는 엔드플레이트 항복형 접합부의 설계개념을 소개하고 국내 설계기준의 나아갈 방향을 제시하고자 한다 |
| 요약2 |
Recently, Studies on end plate connection for beam yield have been active progressed in USA, Japan and Euro etc. These connections are widely used in European countries and USA, and its design and connection details are proposed in Eurocode 3, AISC LRFD, and FEMA 350. Further introduction of the US connection details is expected in the design criteria for beam?column connections to ensure and establish a better seismic performance. In the US criteria detail for end-plate connection, the size of the beam is controlled by guiding failure type of the beam for connections and thicker end-plate is used. FEMA 355D proposed that plastic deformation in the end-plate make ductile capacity and structural resistance. In this study, we proposed that selection of steel type make end-plate column to beam connections of better seismic performance. |
| 소장처 |
대한건축학회 |