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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.53 No.5
- 발행연도
- 2015.1
- 수록면
- 1,031 - 1,049 (19page)
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초록· 키워드
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This paper highlights the role of innovative vibration control system based on two promising properties in a parallel configuration. Hybrid device consists of two main components; recentering wires of shape memory alloy (SMA) and steel pipe section as an energy dissipater element. This approach concentrates damage in the steel pipe and prevents the main structural members from yielding. By regulationof the main adjustable design parameter, an optimum performance of the device is obtained. The effectiveness of the device in passive control of structures is evaluated through nonlinear time history analyses of a five-story steel frame with and without the hybrid device. Comparing the results proves that the hybrid device has a considerable potential to mitigate the residual drift ratio, peak absolute acceleration and peak interstory drift of the structure.
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참고문헌 (35)
참고문헌 신청
ABAQUS Version 6.5, Hibbitt / Karlsson & Sorensen, Inc
AISC / 2005 / American Institute of Steel Construction
Asgarian, B. / 2011 / Seismic response of steel braced frames with shape memory alloy braces / J. Constr. Steel Res 67:65~74
Asgarian, B. / 2009 / BRBF response modification factor / J. Constr. Steel Res 65(2):290~298
Asgarian, B. / 2008 / A comparison of dynamic nonlinear behavior of ordinary and buckling restrained braced frames subjected to strong ground motion / Struct. Des. Tall Special Build 17(2):367~386
AISC / 2005 / American Institute of Steel Construction
Asgarian, B. / 2011 / Seismic response of steel braced frames with shape memory alloy braces / J. Constr. Steel Res 67:65~74
Asgarian, B. / 2009 / BRBF response modification factor / J. Constr. Steel Res 65(2):290~298
Asgarian, B. / 2008 / A comparison of dynamic nonlinear behavior of ordinary and buckling restrained braced frames subjected to strong ground motion / Struct. Des. Tall Special Build 17(2):367~386
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