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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.32 No.1
- 발행연도
- 2019.1
- 수록면
- 91 - 110 (20page)
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초록· 키워드
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In the present study, the effects of six different ground motion scaling methods on inelastic response of nonlinear steel moment frames (SMFs) are studied. The frames were designed using energy-based PBPD approach with the design concept using pre-selected target drift and yield mechanism as performance limit state. Two target spectrums are considered: maximum credible earthquake spectrum (MCE) and design response spectrum (DRS). In order to investigate the effects of ground motion scaling methods on the response of the structures, totally 3216 nonlinear models including three frames with 4, 8 and 16 stories are designed using PBPD approach and then they are subjected to ensembles of ground motions including 42 far-fault and 90 near-fault pulse-type records which were scaled using the six different scaling methods in accordance to the two aforementioned target spectrums. The distributions of maximum inter-story drift over the height of the structures are computed and compared. Finally, the efficiency and reliability of each ground motion scaling method to estimate the maximum nonlinear inter-story drift of special steel moment frames designed by energy-based PBPD approach are statistically investigated, and the most suitable scaling methods with the lowest dispersion for two groups of earthquake ground motions are introduced.
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참고문헌 (45)
참고문헌 신청
Abedi‐Nik, F. / 2014 / Evaluation of ground motion scaling methods in soil–structure interaction analysis / Struct. Des. Tall Special Build 23(1):54~66
Alavi, B / 2000 / Consideration of near-fault ground motion effects in seismic design / Proceedings of the 12th World Conference on Earthquake Engineering :8
2005 / ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures / American Society of Civil Engineers
2016 / ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other Structures / American Society of Civil Engineers
Baker, J. W. / 2005 / A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon / Earthq. Eng. Struct. Dyn 34(10):1193~1217
Alavi, B / 2000 / Consideration of near-fault ground motion effects in seismic design / Proceedings of the 12th World Conference on Earthquake Engineering :8
2005 / ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures / American Society of Civil Engineers
2016 / ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other Structures / American Society of Civil Engineers
Baker, J. W. / 2005 / A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon / Earthq. Eng. Struct. Dyn 34(10):1193~1217
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