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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.25 No.1
- 발행연도
- 2017.1
- 수록면
- 1 - 17 (17page)
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초록· 키워드
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Seismic performance of hybrid steel frames defined as mixture of rigid and semi-rigid connections is investigated in this paper. Three frames with 10, 15 and 20 stories are designed with fully rigid connections and then with 4 patterns for semirigid connection placement, some of beam to column rigid connections would turn to semi-rigid. Each semi-rigid connection is considered with 4 different moment capacities and all rigid and semi-rigid frames consisting of 51 models are subjected to 5 selected earthquake records for nonlinear analysis. Maximum story drifts, roof acceleration and base shear are extracted for those 5 earthquake records and average values are obtained for each case. Based on numerical results for the proposed hybrid frames, story drifts remain in allowable range and the reductions in the maximum roof acceleration of 22, 29 and 25% and maximum base shear of 33, 31 and 54% occur in those 10, 15 and 20-story frames, respectively.
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참고문헌 (21)
참고문헌 신청
Abidelah, A. / 2012 / Experimental and analytical behavior of bolted end-plate connections with or without stiffeners / J. Constr. Steel Res 76:13~27
2010 / ANSI/AISC 360, Specification for Structural Steel Buildings / American Institute of Steel Construction
Akbas, B. / 2003 / Seismic behavior of steel buildings with combined rigid and semi-rigid frames / Turkish J. Eng. Environ. Sci 27(4):253~264
2010 / ASCE 7, Minimum Design Loads for Buildings and other Structures / American Society of Civil Engineering
Díaz, C. / 2011 / FE model of beam-to-column extended end-plate joints / J. Constr. Steel Res 67(10):1578~1590
2010 / ANSI/AISC 360, Specification for Structural Steel Buildings / American Institute of Steel Construction
Akbas, B. / 2003 / Seismic behavior of steel buildings with combined rigid and semi-rigid frames / Turkish J. Eng. Environ. Sci 27(4):253~264
2010 / ASCE 7, Minimum Design Loads for Buildings and other Structures / American Society of Civil Engineering
Díaz, C. / 2011 / FE model of beam-to-column extended end-plate joints / J. Constr. Steel Res 67(10):1578~1590
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