Paper Title:
Seismic Behavior of R.C. T-Shape Columns Strengthened with CFRP and Steel Plate
  Abstract

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.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
3777-3781
DOI
10.4028/www.scientific.net/AMR.163-167.3777
Citation
M. J. Zhou, J. Niu, W. L. Tian, L. Wang, "Seismic Behavior of R.C. T-Shape Columns Strengthened with CFRP and Steel Plate", Advanced Materials Research, Vols. 163-167, pp. 3777-3781, 2011
Online since
December 2010
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Price
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