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http://dx.doi.org/10.4334/JKCI.2007.19.4.491

Development of Performance-Based Seismic Design of RC Column Using FRP Jacket by Displacement Coefficient Method  

Cho, Chang-Geun (BK21, School of Architecture and Civil Eng., Kyungrook National University)
Ha, Gee-Joo (Dept. of Architectural Engineering, Kyungil University)
Bae, Su-Ho (Dept. of Civil Engineering, Andong rational University)
Publication Information
Journal of the Korea Concrete Institute / v.19, no.4, 2007 , pp. 491-497 More about this Journal
Abstract
In the current research, the scheme of displacement-based seismic design for seismic retrofit of concrete structures using FRP composite materials has been proposed. An algorithm of the nonlinear flexural analysis of FRP composite concrete members has been presented under multiaxial constitutive laws of concrete and composite materials. An algorithm for performance-based seismic retrofit design of reinforced concrete columns with FRP jacket has been newly introduced to modify the displacement coefficient method used in reinforced concrete structures. From applications of retrofit design, the method are easy to apply in the practice of retrofit design and give practical prediction of nonlinear seismic performance evaluation of retrofitted structures.
Keywords
FRP jacket; displacement coefficient method; displacement-based seismic design; seismic retrofit of concrete;
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