Experimental Investigation on Seismic Resistance of RC Shear Walls with CFRP Bars in Boundary Elements

Experimental Investigation on Seismic Resistance of RC Shear Walls with CFRP Bars in Boundary Elements

Abstract Experimental investigation on seismic performance of RC shear walls reinforced with CFRP bars in boundary elements to enhance the resilience was presented which is expected for stable resistance capacity and small residual deformation. Six RC shear walls reinforced with CFRP bars as longitu...

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Bibliographic Details
Main Authors: Jun Zhao, Fuqiang Shen, Chenzhe Si, Yuping Sun, Lu Yin
Format: Article
Language:English
Published: SpringerOpen 2020-01-01
Series:International Journal of Concrete Structures and Materials
Subjects:
shear wall
CFRP bar
seismic performance
residual deformation
axial load ratio
stirrup form
Online Access:https://doi.org/10.1186/s40069-019-0377-5

Internet

https://doi.org/10.1186/s40069-019-0377-5

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