Design and Performance Evaluation of Hybrid Corrugated-GFRP Infill Panels
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33122
Design and Performance Evaluation of Hybrid Corrugated-GFRP Infill Panels

Authors: WooYoung Jung, HoYoung Son

Abstract:

This study presented to reduce earthquake damage and emergency rehabilitation of critical structures such as schools, hightech factories, and hospitals due to strong ground motions associated with climate changes. Regarding recent trend, a strong earthquake causes serious damage to critical structures and then the critical structure might be influenced by sequence aftershocks (or tsunami) due to fault plane adjustments. Therefore, in order to improve seismic performance of critical structures, retrofitted or strengthening study of the structures under aftershocks sequence after emergency rehabilitation of the structures subjected to strong earthquakes is widely carried out. Consequently, this study used composite material for emergency rehabilitation of the structure rather than concrete and steel materials because of high strength and stiffness, lightweight, rapid manufacturing, and dynamic performance. Also, this study was to develop or improve the seismic performance or seismic retrofit of critical structures subjected to strong ground motions and earthquake aftershocks, by utilizing GFRP-Corrugated Infill Panels (GCIP).

Keywords: Composite material, GFRP, Infill Panel, Aftershock, Seismic Retrofitting.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1105325

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2292

References:


[1] Jung, WY and Aref, A. "Energy-Dissipating Polymer Matrix Composite-infill Wall System for Seismic Retrofitting" J. Struct. Eng., 129(4), 2003b, 440-448
[2] Berman, J.W., and Bruneau, M. "Experimental investigation of lightgauge steel plate shear walls for the seismic retrofit of building." Tech. Report. No. MCEER-03-001, Multidisciplinary Center for Earthquake Engineering Research, Univ. at Buffalo, N.Y, 2003a.
[3] Berman, J.W., and Bruneau, M. "Plastic analysis and design of steel plate shear walls." J. Struct. Eng., 129(11), 2003b, 1148-1156
[4] W.Y. Jung, "Seismic Retrofitting Strategies of Semi-rigid frames Using Polymer Matrix Composite Materials." Ph.D. Dissertation, the State University of New York at Buffalo, USA, 2003.
[5] F.C. Rodrigues, A.C., Saldanha. “Non-linear Analysis Steel Frames with Semi-rigid connections”, 1998.
[6] Astaneh-Asl, A., “"Seismic Behavior and Design of Steel Shear Walls –- SEONC Seminar”", 2001 SEOANC Seminar, Structural Engineers Assoc. of Northern California, San Francisco, CA, 2001.