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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2018.1
- 수록면
- 109 - 119 (11page)
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In this paper a systematic numerical analysis is performed to obtain the energy dissipation and re-centering capacities of diagonal steel braced frames subjected to cyclic loading. This diagonal steel bracing systems are fabricated with super-elastic SMA (Shape Memory Alloy) braces in order to develop a recentering seismic resistance system without residual deformation. The three-dimensional nonlinear finite element models are constructed to investigate the horizontal stiffness, drifts and failure modes of the re-centering bracing systems.
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참고문헌 (20)
참고문헌 신청
Abolmaali, A. / 2006 / Hysteresis behavior of T-stub connections with superelastic shape memory fasteners / Journal of Constructional Steel Research 62(8):831~838
Astaneh-Asl, A. / 1986 / Earthquake-resistant design of double-angle bracings / Engineering Journal 23(4):133~147
Goel, S. C. / 1992 / Stability and ductility of steel structures under cyclic loading :75~104
Goel, S. C. / 1992 / Stability and ductility of steel structures under cyclic loading :297~308
Saeki, E. / 1995 / Expermental study on Practical-scale unbonded braces / Journal of Structural and Construction Engineering(Transations of AIJ) 60(476):149~158
Astaneh-Asl, A. / 1986 / Earthquake-resistant design of double-angle bracings / Engineering Journal 23(4):133~147
Goel, S. C. / 1992 / Stability and ductility of steel structures under cyclic loading :75~104
Goel, S. C. / 1992 / Stability and ductility of steel structures under cyclic loading :297~308
Saeki, E. / 1995 / Expermental study on Practical-scale unbonded braces / Journal of Structural and Construction Engineering(Transations of AIJ) 60(476):149~158
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