Experimental Study on Seismic Behavior of Recycled Concrete Latticed Wall

Jing Hai Zhou; Chao Bi Zhang; Xian Hong Meng

doi:10.4028/www.scientific.net/AMR.430-432.1446

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 430-432Experimental Study on Seismic Behavior of Recycled...

Experimental Study on Seismic Behavior of Recycled Concrete Latticed Wall

Abstract:

The low cycle loading tests of 3 pieces of recycled concrete latticed walls under different side column reinforcements and different axial pressure ratios are conducted. The failure mode, failure process, hysteresis curve, ductility, and energy dissipation of the walls are studied. The experiment results indicate that the failure mode of recycled concrete latticed wall under the cyclic load is shearing failure. It can enhance the ductility of the wall, distortion ability, and the earthquake resistance performance, with increasing the axial load ratio. It can enhance the ultimate load and restrain the crack development by increasing the reinforcement of the side columns.

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Periodical:

Advanced Materials Research (Volumes 430-432)

Pages:

1446-1449

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.430-432.1446

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Online since:

January 2012

Authors:

Jing Hai Zhou, Chao Bi Zhang, Xian Hong Meng

Keywords:

Axial Pressure Ratio, Ductility, Energy Dissipation, Low Cyclic Loading, Recycled Concrete (RC)

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References

[1] China academy of Building Research . CECS 173: 2004 Technical specification for dwelling houses with EPSC form latticed concrete wall [S] . Beijing: China Technology Press, (2005).

Google Scholar

[2] Sun Jianchao, Qian Jiaru , Fang Ehua , et al. Experimental study on seismic behavior of concrete grill wall with small shear span ratio [J]. Journal of Building structures, 2004, 23(2): pp.19-26.

Google Scholar

[3] Liu Yuanzhen, Li Zhu. Experimental study on complex shear wall with heat preservation formwork Journal of TaiYuan University of Technology, Vol. 2 (2008) pp.167-170.

Google Scholar

[4] Zhou jinghai, Zhu jingwen , Meng xianhong , Wang pengli Experimental research on seismic behavior of concrete lattice walls, 2010, 26(6): pp.1095-1100.

Google Scholar

[5] Jinghai Zhou, Chaobi Zhang, Xianhong Meng, Experimental study on seismic behavior of recycled concrete grill walls with axial compression ratio [C]. Applied Mechanics and Materials Vols. 71-78(2011)pp.995-998.

DOI: 10.4028/www.scientific.net/amm.71-78.995

Google Scholar

[6] Zhang Guoxia. Seismic performance study of new energy-saving wall structure [D] College of Aerospace and Civil Engineering, Harbin Engineering University, (2007).

Google Scholar