지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.6 No.6
- 발행연도
- 2006.1
- 수록면
- 493 - 512 (20page)
이용수
초록· 키워드
오류제보하기
The present paper summarizes the experimental research carried out at the “Politehnica”
University of Timisoara, Romania, with the scope of investigating the influence of different column web
stiffening solutions on the performance of beam-to-column joints of Moment Resisting Steel Frames. The
response parameters, such as resistance, rigidity and ductility were examined. Five different types of panel
web stiffening were compared with regard to a reference test. A quasi-linear relationship between the moment
capacity and the total shear area of the web panel was observed from the experimental tests while the initial
rigidity increased non-proportionally with the same area. Comparisons are presented of the experimental tests
with the mathematical model developed by Krawinkler and with the model stipulated in Eurocode 3 Part 1.8.
These comparisons showed a generally good agreement in the case of moment capacity, while the computed
rigidities were always greater than the experimental rigidities.
목차
등록된 정보가 없습니다.
참고문헌 (0)
참고문헌 신청이 논문의 저자 정보
최근 본 자료
댓글(0)
0