Seismic Excitation of Steel Frame Retrofitted by a Multi-Panel PMC Infill Wall
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Seismic Excitation of Steel Frame Retrofitted by a Multi-Panel PMC Infill Wall

Authors: Bu Seog Ju, Woo Young Jung

Abstract:

A multi-panel PMC infilled system, using polymer matrix composite (PMC) material, was introduced as new conceptual design for seismic retrofitting. A proposed multi panel PMC infilled system was composed of two basic structural components: inner PMC sandwich infills and outer FRP damping panels. The PMC material had high stiffness-to-weight and strength-to-weight ratios. Therefore, the addition of PMC infill panels into existing structures would not significantly alter the weight of the structure, while providing substantial structural enhancement.

In this study, an equivalent linearized dynamic analysis for a proposed multi-panel PMC infilled frame was performed, in order to assess their effectiveness and their responses under the simulated earthquake loading. Upon comparing undamped (without PMC panel) and damped (with PMC panel) structures, numerical results showed that structural damping with passive interface damping layer could significantly enhance the seismic response.

Keywords: Polymer Matrix Composite (PMC), Panel, Piece-wise linear, Earthquake, FRP.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1088792

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[1] M. Priestley, Displacement based approaches to rational limit states design of new structures. In: Keynote address, Proceedings of the 11th European conference on Earthquake Engineering, Paris, France, 1998.
[2] A. Aref and W.Y. Jung, Analysis and experimental studies of polymer matrix composite (PMC) infill panels, 13th World Conference on Earthquake Engineering, Vancouver, Canada, 2004.
[3] J.B. Mander, B. Nair, K. Wojtkowski, and J. Ma, “An experimental study on the seismic performance of brick-infilled steel frames with and without retrofit,” Technical Report NCEER-93-0001, National Center of Earthquake Engineering Research, State University of New York, at Buffalo, NY, pp. 1.1-3.1, 1993.
[4] Y.Y. Lin et al., Direct displacement-based design for building with passive energy dissipation system, Engineering Structures, 25, 2003, pp 25-37.
[5] W.Y. Jung, Seismic retrofitting strategies of semi-rigid steel frames using polymer matrix composite materials, Ph.D. Dissertation, University of New York at Buffalo, Buffalo, NY.