Steel and Composite Structures

  • 제6권2호
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  • Pages.139-157
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  • 2006
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Cyclic mechanical model of semirigid top and seat and double web angle connections

  • 투고 : 2004.11.30
  • 심사 : 2005.07.27
  • 발행 : 2006.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, a cyclic mechanical model is presented to simulate the behaviour of top and seat with web angle beam-to-column connections. The introduced mechanical model is compared with Eurocode 3 Annex J, its extension, and with experimental data. To have a better insight regarding the actual response of the joints, available results of the experiments, carried out on full-scale top and seat angle joints under monotonic and cyclic loading, are first considered. Subsequently, a finite element model of the test setup is developed. The application of the proposed model, its comparisons with the experimental curves and with the Eurocode 3 Annex J and with its modification, clearly show the excellent quality of the model proposed.

키워드

참고문헌

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