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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.33 No.3
- 발행연도
- 2019.1
- 수록면
- 389 - 402 (14page)
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초록· 키워드
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Reinforced concrete walls and buckling restrained braces are effective structural elements that are used to resist seismic loads. In this paper, the behavior of the reinforced concrete walls coupled with buckling restrained braces is investigated. In such a system, there is not any conventional reinforced concrete coupling beam. The coupling action is provided only by buckling restrained braces that dissipate energy and also cause coupling forces in the wall piers. The studied structures are 10-, 20- and 30-story ones designed according to the ASCE, ACI-318 and AISC codes. Wall nonlinear model is then prepared using the fiber elements in PERFORM-3D software. The responses of the systems subjected to the forward directivity near-fault (NF) and ordinary far-fault (FF) ground motions at maximum considered earthquake (MCE) level are studied. The seismic responses of the structures corresponding to the inter-story drift demand, curvature ductility of wall piers, and coupling ratio of the walls are compared. On average, the results show that the inter-story drift ratio for the examined systems subjected to the far-fault events at MCE level is less than allowable value of 3%. Besides, incremental dynamic analysis is used to examine the considered systems. Results of studied systems show that, the taller the structures, the higher the probability of their collapse. Also, for a certain peak ground acceleration of 1 g, the probability of collapse under NF records is more than twice this probability under FF records.
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참고문헌 (63)
참고문헌 신청
Abdollahzadeh, Gholamreza / 2013 / Response modification factor of dual moment-resistant frame with buckling restrained brace (BRB) / Steel and Composite Structures, An International Journal 14(6):621~636
2011 / ACI 318-11, Building code requirements for structural concrete and commentary / ACI Committee 318
Aiken, I. D. / 2002 / Large-scale testing of buckling-restrained braced frames / Proceedings of Japan Passive Control Symposium, Tokyo Institute of Technology :35~44
AISC / 2010 / Seismic provision for structural steel buildings / American Institute of Steel Construction
Akkar, S. / 2005 / Drift estimates in frame buildings subjected to near-fault ground motions / J. Struct. Eng 131(7):1014~1024
2011 / ACI 318-11, Building code requirements for structural concrete and commentary / ACI Committee 318
Aiken, I. D. / 2002 / Large-scale testing of buckling-restrained braced frames / Proceedings of Japan Passive Control Symposium, Tokyo Institute of Technology :35~44
AISC / 2010 / Seismic provision for structural steel buildings / American Institute of Steel Construction
Akkar, S. / 2005 / Drift estimates in frame buildings subjected to near-fault ground motions / J. Struct. Eng 131(7):1014~1024
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