Computers and Concrete

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Displacement-based seismic design of reinforced concrete columns strengthened by FRP jackets using a nonlinear flexural model

  • Cho, Chang-Geun (School of Architecture, Chosun University) ;
  • Yun, Hee-Cheon (Department of Civil Engineering, Chungnam National University) ;
  • Kim, Yun-Yong (Department of Civil Engineering, Chungnam National University)
  • Received : 2008.12.12
  • Accepted : 2009.03.12
  • Published : 2009.04.25
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Abstract

In the current research, a displacement-based seismic design scheme to retrofit reinforced concrete columns using FRP composite materials has been proposed. An accurate prediction for the nonlinear flexural analysis of FRP jacketed concrete members has been presented under multiaxial constitutive laws of concrete and composite materials. Through modification of the displacement coefficient method (DCM) and the direct displacement-based design method (DDM) of reinforced concrete structures, two algorithms for a performance-based seismic retrofit design of reinforced concrete columns with a FRP jacket have been newly introduced. From applications to retrofit design it is known that two methods are easy to apply in retrofit design and the DCM procedure underestimates the target displacement to compare with the DDM procedure.

Keywords

References

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Cited by

  1. Nonlinear Analysis of FRP Strengthened Reinforced Concrete Columns by Force-Based Finite Element Model vol.25, pp.5, 2013, https://doi.org/10.4334/JKCI.2013.25.5.529