Paper Title:
Seismic Performance Study of Concrete Porous Brick Wall
  Abstract

Four constructional columns with concrete porous brick walls were constructed for low cyclic loading test. The damage on the characteristics and strength of the wall, hysteresis curve, ductility and other seismic performance were analyzed. Setting constructional columns in the wall at both ends increase the ultimate strength and improve its deformation, ductility and other properties. Meanwhile the height-wide-ratio of wall, axial pressure and other factors on the shear bearing capacity on the wall have been studied. Based on the shear capacity formula of wall in the Structural Seismic Design Code, considering the contribution of the constructional columns on the shear strength, according to the results, the shear capacity formula of constructional columns with concrete brick walls is presented.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
2371-2375
DOI
10.4028/www.scientific.net/AMR.250-253.2371
Citation
H. W. Zhao, X. Q. Cui, T. Hao, "Seismic Performance Study of Concrete Porous Brick Wall", Advanced Materials Research, Vols. 250-253, pp. 2371-2375, 2011
Online since
May 2011
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Price
$32.00
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