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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.28 No.6
- 발행연도
- 2018.1
- 수록면
- 691 - 708 (18page)
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초록· 키워드
오류제보하기
An innovative Hybrid Passive Resistive configuration for Truss Girder Frames (HPR-TGFs) is introduced in the present study. The proposed system is principally consisting of Fluid Viscous Dampers (FVDs) and Buckling Restrained Braces (BRBs) as its seismic resistive components. Concurrent utilization of these devices will develop an efficient energy dissipating mechanism which is able to mitigate lateral displacements as well as the base shear, simultaneously. However, under certain circumstances which the presence of FVDs might not be essential, the proposed configuration has the potential to incorporate double BRBs in order to achieve the redundancy of alternative load bearing paths. This study is extending the modern Direct Displacement Based Design (DDBD) procedure as the design methodology for HPR-TGF systems. Based on a series of nonlinear time history analysis, it is demonstrated that the design outcomes are almost identical to the pre-assumed design criteria. This implies that the ultimate characteristics of HPR-TGFs such as lateral stiffness and inter-story drifts are well-proportioned through the proposed design procedure.
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참고문헌 (34)
참고문헌 신청
Gholamreza Ghodrati Amiri / 2016 / Evaluation of a DDB design method for bridges isolated with triple pendulum bearings / Structural Engineering and Mechanics, An Int＇l Journal 59(5):803~820
ANSYS version 5.4 [Computer Software]
2010 / ASCE7 (American Society of Civil Engineers), Minimum design loads for buildings and other structures; SEI/ASCE 7-10
2006 / ASCE41 (American Society of Civil Engineers), Seismic rehabilitation of existing buildings; SEI/ASCE 41-06
Basha, H. / 1995 / Special truss moment frames with Vierendeel middle panel / J. Eng. Struct. 17(5):352~358
ANSYS version 5.4 [Computer Software]
2010 / ASCE7 (American Society of Civil Engineers), Minimum design loads for buildings and other structures; SEI/ASCE 7-10
2006 / ASCE41 (American Society of Civil Engineers), Seismic rehabilitation of existing buildings; SEI/ASCE 41-06
Basha, H. / 1995 / Special truss moment frames with Vierendeel middle panel / J. Eng. Struct. 17(5):352~358
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