Seismic Behavior of R.C. T-Shape Columns Strengthened with CFRP and Steel Plate
2010 ◽
Vol 163-167
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pp. 3777-3781
Keyword(s):
In this paper, with the methods of bonding steel, CFRP and complex strengthening, four R.C. T-shaped columns are reinforced. The experimental researches of the above four reinforced columns and one not reinforced in the low-cycle repeated loads are completed. Carrying capacity, energy dissipation, ductility and other characteristics of the T-shaped columns are studied. The results show that: the flexural bearing capacity of the T-shaped columns reinforced with bonded steel is substantially increased; the ductility of the T-shaped columns reinforced with CFRP is substantially increased too; the bearing capacity, ductility and energy dissipation of the T-shaped columns reinforced with complex method are increased synchronously.
2021 ◽
2021 ◽
Vol ahead-of-print
(ahead-of-print)
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2011 ◽
Vol 94-96
◽
pp. 551-555
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2012 ◽
Vol 178-181
◽
pp. 2228-2235
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2011 ◽
Vol 243-249
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pp. 1450-1455
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Keyword(s):
Keyword(s):
Keyword(s):
2013 ◽
Vol 438-439
◽
pp. 1529-1532