Seismic Behavior of Two-Story Brick Masonry Building

Dong An; Tie Jun Qu; Jian Wen Liang

doi:10.4028/www.scientific.net/AMM.275-277.1456

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Seismic Behavior of Two-Story Brick Masonry...

Seismic Behavior of Two-Story Brick Masonry Building

Abstract:

In order to investigate the seismic behavior include hysteretic curve, skeleton curve and stiffness degradation, four masonry structures with different details are tested under pseudo-dynamic test and low cycle lateral load test. One kind of full-scale building is confined masonry with tie-column and ring-beam. Other is common brick masonry. Test results indicate that the tie-column and ring-beam play an important role for developing higher resistance and better deformability. And tie-column and ring-beam can effectively confined brick wall to improve the seismic performance of masonry structure. The stiffness degradation curves are similar. The stiffness degradation is modeled as a function of the effective stiffness and lateral displacement.

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Periodical:

Applied Mechanics and Materials (Volumes 275-277)

Pages:

1456-1460

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.275-277.1456

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Online since:

January 2013

Authors:

Dong An, Tie Jun Qu, Jian Wen Liang

Keywords:

Hysteretic Curve, Pseudo-Dynamic Test, Ring-Beam, Skeleton Curve, Tie-Column

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References

[1] China Academy of Building Research: GB50011-2010. Code for Seismic Design of Buildings (China Architecture & Building Press, Beijing 2010) (in Chinese).

Google Scholar

[2] Ligang Liu, Xiaoyu Li, Hongnan Li: Journal of Dalian University of Technology, Vol. 49 (5) (2009) p.724. (In Chinese).

Google Scholar

[3] Yayong Wang: Journal of Building Structures, Vol. 29 (4) (2008) p.26. (In Chinese).

Google Scholar

[4] Baojiang Yin, Kaihai Luo, Weisheng Rong, Yantao Xue, Lieping Ye, Xinzheng Lu, Peng Feng, Jiang Xiao, The National Structural Vibration and Fynamics Conference, 2011, p.265.

Google Scholar

[5] China Academy of Building Research: JGJ 101-96. Specification of testing methods for earthquake resistant building (China Architecture & Building Press, Beijing 1997) (in Chinese).

Google Scholar

[6] M. Tomaževič, I. Klemenc, Seismic behaviour of confined masonry walls, Earthquake Engineering & Structural Dynamics Vol. 26 (1997) p.1059.

DOI: 10.1002/(sici)1096-9845(199710)26:10<1059::aid-eqe694>3.0.co;2-m

Google Scholar

[7] M. Tomazevic, M. Lutman, L. Petkovic, Seismic Behavior of Masonry Walls: Experimental Simulation, Journal of Structural Engineering Vol. 122 (9) (1996) p.1040.

DOI: 10.1061/(asce)0733-9445(1996)122:9(1040)

Google Scholar

[8] Hu Yuxian: Earthquake Engineering (Earthquake Press, Beijing, 2006). (In Chinese).

Google Scholar