Steel and Composite Structures

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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)
  • Received : 2007.11.02
  • Accepted : 2009.01.16
  • Published : 2009.01.25
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Abstract

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.

Keywords

References

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