Evaluation of Seismic Behaviors of Partially Deteriorated Reinforced Concrete Circular Columns Retrofitted with CFRP
Deficiency of the concrete strength in some regions of reinforced concrete (RC) columns in practice may weaken the seismic behaviors of columns. Its effects on RC columns should be well understood. This paper aims to investigate the influences of deteriorated segment on the seismic behaviors of part...
Main Authors: | Dongxu Hou, Jianyun Pan, Xinglang Fan, Zhimin Wu, Prosper Marindiko |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2014-01-01
|
Series: | Mathematical Problems in Engineering |
Online Access: | http://dx.doi.org/10.1155/2014/683057 |
Similar Items
-
Retrofit of Circular Reinforced Concrete Bridge Columns by CFRP
by: Shum Pin Chang, et al.
Published: (1999) -
A Study on the CFRP Seismic Retrofit of Circular Section Bridge Column
by: CHUㄝ, YU- CHENG, et al.
Published: (2001) -
Seismic Retrofit of Rectangular RC Columns Using CFRP Wrapping and CFRP Anchors
by: Ying-Han Wu, et al.
Published: (2008) -
Seismic Evaluation and Retrofit of Reinforced Concrete Bridge Columns
by: Chun - Hsien Chuang, et al.
Published: (2004) -
A Study on the Shear Failure Seismic Retrofit of Circular Section Bridge Column Using CFRP
by: sung yi-ying, et al.
Published: (2001)