Design and Performance Evaluation of Hybrid Corrugated-GFRP Infill Panels
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).
[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.
[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.
@article{"International Journal of Architectural, Civil and Construction Sciences:69902", author = "WooYoung Jung and HoYoung Son", title = "Design and Performance Evaluation of Hybrid Corrugated-GFRP Infill Panels", 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.", volume = "9", number = "5", pages = "588-4", }