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Simplified Analysis on Steel Frame Infill with FRP Composite Panel

Authors: HyunSu Seo, HoYoung Son, Sungjin Kim, WooYoung Jung


In order to understand the seismic behavior of steel frame structure with infill FRP composite panel, simple models for simulation on the steel frame with the panel systems were developed in this study. To achieve the simple design method of the steel framed structure with the damping panel system, 2-D finite element analysis with the springs and dashpots models was conducted in ABAQUS. Under various applied spring stiffness and dashpot coefficient, the expected hysteretic energy responses of the steel frame with damping panel systems we investigated. Using the proposed simple design method which decides the stiffness and the damping, it is possible to decide the FRP and damping materials on a steel frame system.

Keywords: Interface damping layer, steel frame, seismic, FRP.

Digital Object Identifier (DOI):

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[1] C.A. Kircher, “It makes dollars and sense to improve nonstructural system performance,” Proceeding of seminar on seismic design, performance, and retrofit of nonstructural components in critical facilities, Applied Technology Council (ATC-29-2), October 23-24, 2003.
[2] B.S. Ju and W.Y. Jung, “Equivalent linearization of polymer matrix composite infill wall subjected to seismic ground motions,” International Journal of Engineering and Technology, Vol. 5 No. 5, pp. 4632-4377, 2013.
[3] E. Miranda and J. Ruiz-Garcia, “Evaluation of approximate methods to estimate maximum inelastic displacement demands,” Earthquake and Structural Dynamics, Vol. 31, pp. 539-560, 2002.
[4] O.M. Ramirez, M.C. Constantinou, J.D. Gomez, A.S. Whittaker, and C.Z. Chrysostomou, “Evaluation of simplified methods of analysis of yielding structures with damping systems,” Earthquake Spectra, vol. 18, no. 3, pp. 501-530, 2002.
[5] U. Meier, “Proposal for a carbon fiber reinforced composite bridge across the strait of gibraltar at its narrowest site,” Proceedings of the Institution of Mechanical Engineers, Part B: Journal of Engineering Manufacture, 201(2), pp. 73-78, 1987.
[6] C.H. Chang, T.W. Lee, W.Y. Chung, and T.H. Park, “The optimum seismic performance demands on steel frame infilled with FRP composite panel,” 33rd Korean Society of Civil Engineers Conference and Civil Expo, pp. 3996-3999, 2007.
[7] ABAQUS, Ver.6.13, Dassault Systemes.
[8] M.H.R. Ghoreishy, “Determination of the parameters of the Prony series in hyper-viscoelastic material models using the finite element method,” Materials & Design, 35, pp. 791-797, 2012.