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Analysis of the Behaviour of Beam-to-Column Connection with the Newly Reformed T-stub Connections by Exponential Function
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- 발행기관
- 보안공학연구지원센터(IJSEIA) 바로가기
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- 간행물
- International Journal of Software Engineering and Its Applications SCOPUS 바로가기
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- 통권
- Vol.8 No.1 (2014.01)바로가기
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- 페이지
- pp.275-286
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- 저자
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- 언어
- 영어(ENG)
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- URL
- https://www.earticle.net/Article/A217921
※ 원문제공기관과의 협약기간이 종료되어 열람이 제한될 수 있습니다.
원문정보
초록
- 영어
- Beam-to-column connections are very important in steel structure buildings, and have direct effect on safety and economic efficiencies of the buildings. Especially, they have rigidity and ductility that are necessary for behavior and stress transmission of buildings. Furthermore, they are also needed carry strength and strain with easy construction. The design and analysis of steel structure connections are generally considered to consist of rigid, semi-rigid or pin joint. Deformation characteristic of H-shaped beams with newly T-stub connections is investigated for the effect of these joints on inelastic behavior of the beams in this paper. This research applies the model of exponential function based on the equations of equilibrium and compatibility equations at the location of bolts. The prying action reducing both the ultimate load capacity and the fatigue of the bolts are not considered in this study. The elasto-plastic behavior has been studied through various models with parameters of the length of T-flange, distance of bolts and the diameter of bolts. The results indicated that the distance of bolts has a great effect on the ultimate strength and deformation capacity of T-stub connections. The presented method may be a useful tool for the design of T-stub connections.
목차
Abstract
1. Introduction
2. Study
2.1. Idealized Method of Analytical Model
2.2. Equation of Equilibrium
2.3. Equation of Compatibility
2.4. Deformational Characteristic of Element
3. Numerical Application and Discussion
3.1. Scheme
3.2. Analysis Model
3.3. Application Model
4. Conclusions and Remarks
Acknowledgement
References
키워드
The newly Reformed T-stub Prying action Ultimate load Moment-rotation Exponential function저자
간행물 정보
발행기관
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- 발행기관명
- 보안공학연구지원센터(IJSEIA) [Science & Engineering Research Support Center, Republic of Korea(IJSEIA)]
- 설립연도
- 2006
- 분야
- 공학>컴퓨터학
- 소개
- 1. 보안공학에 대한 각종 조사 및 연구 2. 보안공학에 대한 응용기술 연구 및 발표 3. 보안공학에 관한 각종 학술 발표회 및 전시회 개최 4. 보안공학 기술의 상호 협조 및 정보교환 5. 보안공학에 관한 표준화 사업 및 규격의 제정 6. 보안공학에 관한 산학연 협동의 증진 7. 국제적 학술 교류 및 기술 협력 8. 보안공학에 관한 논문지 발간 9. 기타 본 회 목적 달성에 필요한 사업
간행물
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- 간행물명
- International Journal of Software Engineering and Its Applications
- 간기
- 월간
- pISSN
- 1738-9984
- 수록기간
- 2008~2016
- 등재여부
- SCOPUS
- 십진분류
- KDC 505 DDC 605
이 권호 내 다른 논문 / International Journal of Software Engineering and Its Applications Vol.8 No.1
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