Steel and Composite Structures

  • 제9권1호
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  • Pages.39-58
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  • 2009
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints

  • Nogueiro, Pedro (ISISE, Department of Applied Mechanics, Escola Superior de Tecnologia e Gestao, Polytechnic Institute of Braganca, Campus de Santa Apolonia) ;
  • da Silva, Luis Simoes (ISISE, Department of Civil Engineering, University of Coimbra - Polo II Pinhal de Marrocos) ;
  • Bento, Rita (Department of Civil Engineering, Instituto Superior Tecnico Av.) ;
  • Simoes, Rui (ISISE, Department of Civil Engineering, University of Coimbra - Polo II Pinhal de Marrocos)
  • 투고 : 2007.11.02
  • 심사 : 2009.01.16
  • 발행 : 2009.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

Composite joints, considering the composite action of steel and concrete, exhibit, in general, high strength and high ductility. As a consequence, the use of this type of joint has been increasing in many countries, especially in those that are located in earthquake-prone regions. In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic response of steel and composite joints. Secondly, the computer implementation and adaptation of the model in a spring element within the computer code Seismosoft is described. The model is subsequently calibrated using a series of experimental test results for composite joints subjected to cyclic loading. Finally, typical parameters for the various joint configurations are proposed.

키워드

참고문헌

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