Experimental Study of Composed Wall with Site Laying Reinforcing Rib under the Effect of Vertical Load

Wei Dong Sun; Xin Yu Niu

doi:10.4028/www.scientific.net/AMM.501-504.954

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Experimental Study of Composed Wall with Site...

Experimental Study of Composed Wall with Site Laying Reinforcing Rib under the Effect of Vertical Load

Abstract:

Composed wall with site laying reinforcing rib is composed of reinforced concrete rib, girtstrip and filling brickwork. This kind of wall is energy-saving, environmental-friendly and of good earthquake resistant performance. It is suitable to village building structure. In this paper, the load carrying capability and failure mode of this kind of composed wall under the effect of vertical load, the maximum bearing capacity of the wall and its influencing factors are mainly introduced.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

954-958

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.954

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Online since:

January 2014

Authors:

Wei Dong Sun*, Xin Yu Niu

Keywords:

Experimental Study, Mechanism of Load Carrying Capacity, Village Buildings

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* - Corresponding Author

References

[1] Wang Xianli, Zhang Haibo, and Mu Zilong, Research on Northern Village Building Industrialization Structural System, Journal of Northeast China Institute of Electric Power Engineering, pp.78-81, October (2004).

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