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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.36 No.2
- 발행연도
- 2020.1
- 수록면
- 213 - 228 (16page)
이용수
초록· 키워드
오류제보하기
Shape Memory Alloys (SMAs) are new materials used in various fields of science and engineering, one of which is civil engineering. Owing to their distinguished capabilities such as super elasticity, energy dissipation, and tolerating cyclic deformations, these materials have been of interest to engineers. On the other hand, the connections of a steel structure are of paramount importance because of their vulnerabilities during an earthquake. Therefore, it is indispensable to find approaches to augment the efficiency and safety of the connection. This research investigates the behavior of steel connections with extended end plates equipped hybridly with 8 rows of high strength bolts as well as Nitinol superelastic SMA bolts. The connections are studied using component method in dual form. In this method, the components affecting the connections behavior, such as beam flange, beam web, column web, extended end plate, and bolts are considered as parallel and series springs according to the Euro-Code3. Then, the nonlinear force- displacement response of the connection is presented in the form of moment-rotation curve. The results obtained from this survey demonstrate that the connection has ductility, in addition to its high strength, due to high ductility of SMA bolts.
목차
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참고문헌 (59)
참고문헌 신청
Ali Abolmaali / 2006 / Hysteresis behavior of t-stub connections with superelastic shape memory fasteners / Journal of Constructional Steel Research 62(8):831~838
Nihan Doǧramacı Aksoylar / 2011 / The design and seismic performance of low-rise long-span frames with semi-rigid connections / Journal of Constructional Steel Research 67(1):114~126
Arabnejad Khanouki, M.M. / 2010 / Investigation of seismic behaviour of composite structures with concrete filled square steel tubular (CFSST) column by push-over and time-history analyses / Proceedings of the 4th International Conference on Steel & Composite Structures
Baei, M. / 2014 / Seismic Performance of Frames with Extended End-Plate Beam to Column Connection Considering Flexibility of the Connection
Bahadori, A.R. / Seismic evaluation of I shaped beam-column connection with direct connection / Proceedings of the 1st Conference on Civil & Architecture Engineering & Urban Sustainable Management
Nihan Doǧramacı Aksoylar / 2011 / The design and seismic performance of low-rise long-span frames with semi-rigid connections / Journal of Constructional Steel Research 67(1):114~126
Arabnejad Khanouki, M.M. / 2010 / Investigation of seismic behaviour of composite structures with concrete filled square steel tubular (CFSST) column by push-over and time-history analyses / Proceedings of the 4th International Conference on Steel & Composite Structures
Baei, M. / 2014 / Seismic Performance of Frames with Extended End-Plate Beam to Column Connection Considering Flexibility of the Connection
Bahadori, A.R. / Seismic evaluation of I shaped beam-column connection with direct connection / Proceedings of the 1st Conference on Civil & Architecture Engineering & Urban Sustainable Management
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