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
- 테크노프레스 Structural engineering and mechanics : An international journal Structural engineering and mechanics : An international journal 제57권 제3호
- 발행연도
- 2016.1
- 수록면
- 507 - 528 (22page)
이용수
초록· 키워드
오류제보하기
Reduced beam section (RBS) moment resisting connections are among the most economical and practical rigid steel connections developed in the aftermath of the 1994 Northridge and the 1995 Kobe earthquakes. Although the performance of RBS connection has been widely studied, this connection has not been subject to in the skewed conditions. In this study, the seismic performance of dogbone connection was investigated at different angles. The Commercial ABAQUS software was used to simulate the samples. The numerical results are first compared with experimental results to verify the accuracy. Nonlinear static analysis with von Mises yield criterion materials and the finite elements method were used to analyze the behavior of the samples The selected Hardening Strain of materials at cyclic loading and monotonic loading were kinematics and isotropic respectively The results show that in addition to reverse twisting of columns, change in beam angle relative to the central axis of the column has little impact on hysteresis response of samples. Any increase in the angle, leads to increased non-elastic resistance. As for Weak panel zone, with increase of the angle between the beam and the column, the initial submission will take place at a later time and at a larger rotation angle in the panel zone and this represents reduced amount of perpendicular force exerted on the column flange. In balanced and strong panel zones, with increase in the angle between the beam and the central axis of the column, the reduced beam section (RBS), reaches the failure limit faster and at a lower rotation angle. In connection of skewed beam, balanced panel zone, due to its good performance in disposition of plasticity process away from connection points and high energy absorption, is the best choice for panel zone. The ratio of maximum moment developed on the column was found to be within 0.84 to 1 plastic anchor point, which shows prevention of brittle fracture in connections.
목차
등록된 정보가 없습니다.
참고문헌 (0)
참고문헌 신청함께 읽어보면 좋을 논문
논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!
-
Experimental study of the behavior of beam-column connections with expanded beam flanges
Steel and Composite Structures, An International Journal
2019 .01
-
Investigating the behavior of a modular prefabricated steel moment connection with the through-plate panel zone system
Structural Engineering and Mechanics, An Int＇l Journal
2021 .11
-
A new replaceable fuse for moment resisting frames: Replaceable bolted reduced beam section connections
Steel and Composite Structures, An International Journal
2020 .01
-
Nonlinear modeling of a RC beam-column connection subjected to cyclic loading
Computers and Concrete, An International Journal
2018 .01
-
Effect of connection modeling on the seismic response of steel braced non-moment resisting frames
Structural Engineering and Mechanics, An Int＇l Journal
2018 .01
-
Investigation of the effect of bolt diameter and end plate thickness change on bolt column-beam connection
Structural Engineering and Mechanics, An Int＇l Journal
2024 .01
-
Cyclic test for beam-to-column abnormal joints in steel moment-resisting frames
Steel and Composite Structures, An International Journal
2015 .01
-
Numerical analysis of the mechanical behavior of welded I beam-to-RHS column connections
Coupled systems mechanics
2019 .01
-
면외방향 어긋난 보를 갖는 철골모멘트골조의 접합부 성능
한국구조물진단유지관리공학회 논문집
2022 .04
-
Introducing new rigid I-beam to box column connections by using a stiffened channel link
Steel and Composite Structures, An International Journal
2021 .11
-
The effect of beam section property on the behavior of modular prefabricated steel moment connection
Steel and Composite Structures, An International Journal
2019 .01
-
충전형 합성기둥(S-Column)과 하이브리드 합성보(S-Beam) 접합부의 내진성능 평가
한국강구조학회 학술대회 발표집
2023 .06
-
사각 개구부의 개수와 보강 형태에 따른 보-기둥 접합부의 내진 성능에 관한 연구
한국강구조학회 학술대회 발표집
2021 .06
-
Moment rotation prediction of precast beam to column connections using extreme learning machine
Structural Engineering and Mechanics, An Int＇l Journal
2019 .01
-
A study on rotational behaviour of a new industrialised building system connection
Steel and Composite Structures, An International Journal
2017 .01
-
A parametric investigation on the hysteretic behaviour of CFT column to steel beam connections
Structural engineering and mechanics : An international journal
2015 .01
-
Experimental study on seismic behavior of exterior composite beam-to-column joints with large size stiffened angles
Steel and Composite Structures, An International Journal
2020 .01
-
Seismic behavior of steel column-base-connection equipped by NiTi shape memory alloy
Structural engineering and mechanics : An international journal
2017 .01
-
Strain penetration of high-strength steel bars anchored in reinforced concrete beam-column connections
Structural Engineering and Mechanics, An Int＇l Journal
2019 .01
이 논문의 저자 정보
최근 본 자료
댓글(0)
0