Study on Shear Bearing Capacity of Composite Reinforced Concrete Block Masnory

Abstract:

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constructional column- core column ; Combination of reinforcement concrete block wall; Hysteresis curve; Ductility; Height-width ratio Abstract: The two groups of constructional column- core column composite of reinforced concrete block masonry wall under low cyclic test is made, considering the different height-width ratio, open hole and don't open hole, the setting of the horizontal reinforcing steel bar and reinforced such as the effect not set level parameters on the wall the failure process and failure pattern, hysteresis characteristics, bearing capacity, ductility, skeleton curves, the viscous damping coefficient, stiffness and steel strain change the properties including the influence law. Test results show that this wall system has better seismic performance.

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Periodical:

Edited by:

Xuejun Zhou

Pages:

1141-1145

DOI:

10.4028/www.scientific.net/AMM.94-96.1141

Citation:

Y. J. Zhu et al., "Study on Shear Bearing Capacity of Composite Reinforced Concrete Block Masnory", Applied Mechanics and Materials, Vols. 94-96, pp. 1141-1145, 2011

Online since:

September 2011

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$35.00

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