Contrast Investigation on Aseismatic Behavior of Masonry Wall Strengthened with Carbon Fiber Sheet and Steel-Meshed Cement Mortar

Xi Yuan Liu; Jia Cong Wang; Yan Wu Wang; Gang Li

doi:10.4028/www.scientific.net/AMR.168-170.2092

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Contrast Investigation on Aseismatic Behavior of...

Contrast Investigation on Aseismatic Behavior of Masonry Wall Strengthened with Carbon Fiber Sheet and Steel-Meshed Cement Mortar

Abstract:

Based on the experiment of four brick masonry walls under low-cyclic lateral loading, the effectiveness of the method of using the continuous carbon fiber sheet(CFS) and steel-meshed cement mortar to strengthen the brick masonry walls for improving their aseismatic performance is studied. The failure mechanism and aseismatic behavior of the walls are analyzed. Finally, the destructive mode, load bearing capacity, deformation, hysteresis characteristics and ductility are also analyzed qualitatively for the individual wall.

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Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

2092-2097

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.2092

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Online since:

December 2010

Authors:

Xi Yuan Liu, Jia Cong Wang, Yan Wu Wang, Gang Li

Keywords:

Aseismatic Behavior, Brick Masonry Wall, Carbon Fiber Sheet, Steel-Meshed Cement Mortar

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References

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