Based on the shake table test on "tie column-ring beam-cast-in-place slab" construction waste recycled brick masonry structure, a 1/3 scaled model of 4 stories is tested to analyze the seismic behavior of the multi-storey masonry structure. The test is conducted with EL-Centro seismic wave, Taft wave and artificial wave to simulate the damages observed and the seismic response under different earthquake levels. On the basis of test results, the seismic performance of the model is good and the overall structure could satisfy seismic fortification requirements in the region of intensity 8. At the same time, there was no obvious difference between this masonry structure and recycled aggregate concrete block masonry structure. The lintel of the door and window damage seriously. The base damages more easily than the superstructure. Masonry structure with construction waste recycled brick can satisfy the requirement of the masonry structure buildings in eight degree of aseismatic design area.
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1 August 2014
Research Article|
August 01 2014
Shaking table test on building in masonry structure with construction waste recycled brick Available to Purchase
Hui Su;
Hui Su
1
School of Hydraulic and Hydro-power, Hebei University of Engineering, Handan 056021, China
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Jian Wang;
Jian Wang
1
School of Hydraulic and Hydro-power, Hebei University of Engineering, Handan 056021, China
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Xinpei Jiang;
Xinpei Jiang
1
School of Hydraulic and Hydro-power, Hebei University of Engineering, Handan 056021, China
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Yang Tan
Yang Tan
1
School of Hydraulic and Hydro-power, Hebei University of Engineering, Handan 056021, China
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Publisher: Emerald Publishing
Online ISSN: 2515-8082
Print ISSN: 1708-5284
World Journal of Engineering (2014) 11 (4): 357–364.
Citation
Su H, Wang J, Jiang X, Tan Y (2014), "Shaking table test on building in masonry structure with construction waste recycled brick". World Journal of Engineering, Vol. 11 No. 4 pp. 357–364, doi: https://doi.org/10.1260/1708-5284.11.4.357
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