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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.31 No.4
- 발행연도
- 2019.1
- 수록면
- 373 - 385 (13page)
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초록· 키워드
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This paper presents a useful in-plane structural analysis of low-rise blind-bolted composite frames with semi-rigid joints. Analytical models were used to predict the moment-rotation relationship of the composite beam-to-column flush endplate joints that produced accurate and reliable results. The comparisons of the analytical model with test results in terms of the moment-rotation response verified the robustness and reliability of the model. Abaqus software was adopted to conduct frame analysis considering the material and geometrical non-linearities. The flexural behaviour of the composite frames was studied by applying the lateral loads incorporating wind and earthquake actions according to the Australian standards. A wide variety of frames with a varied number of bays and storeys was analysed to determine the bending moment envelopes under different load combinations. The design models were finalized that met the strength and serviceability limit state criteria. The results from the frame analysis suggest that among lateral loads, wind loads are more critical in Australia as compared to the earthquake loads. However, gravity loads alone govern the design as maximum sagging and hogging moments in the frames are produced as a result of the load combination with dead and live loads alone. This study provides a preliminary analysis and general understanding of the behaviour of low rise, semi-continuous frames subjected to lateral load characteristics of wind and earthquake conditions in Australia that can be applied in engineering practice.
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참고문헌 (40)
참고문헌 신청
Abaqus / 2014 / Manual; Version 6.14 / DS SIMULIA Corp
Abolmaali, A. / 2005 / Development of moment-rotation model equations for flush end-plate connections / J. Constr. Steel Res 61(12):1595~1612
Ahmed, B. / 1997 / Prediction of initial stiffness and available rotation capacity of major axis composite flush endplate connections / J. Constr. Steel Res 41(1):31~60
1994 / AISC-LRFD, Manual of steel construction, load and resistance factor design
2002 / AS/NZS 1170.0-2002, Structural design actions. part 0: general principles
Abolmaali, A. / 2005 / Development of moment-rotation model equations for flush end-plate connections / J. Constr. Steel Res 61(12):1595~1612
Ahmed, B. / 1997 / Prediction of initial stiffness and available rotation capacity of major axis composite flush endplate connections / J. Constr. Steel Res 41(1):31~60
1994 / AISC-LRFD, Manual of steel construction, load and resistance factor design
2002 / AS/NZS 1170.0-2002, Structural design actions. part 0: general principles
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