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

Abstract:

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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.

Info:

Periodical:

Advanced Materials Research (Volumes 168-170)

Edited by:

Lijuan Li

Pages:

2092-2097

DOI:

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

Citation:

X. Y. Liu et al., "Contrast Investigation on Aseismatic Behavior of Masonry Wall Strengthened with Carbon Fiber Sheet and Steel-Meshed Cement Mortar", Advanced Materials Research, Vols. 168-170, pp. 2092-2097, 2011

Online since:

December 2010

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Price:

$35.00

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