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International Journal of Concrete Structures and Materials
Fig. 10 | International Journal of Concrete Structures and Materials

Fig. 10

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

Fig. 10

Equivalent viscous damping coefficient (a comparison between ordinary and CFRP walls. b Specimens with rectangular stirrups at different axial compression ratios. c Specimens with circular stirrups at different axial compression ratios. d Specimens at 0.17 axial compression ratio. e Specimens at 0.26 axial compression ratio f Specimens at 0.33 axial compression ratio).

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