Seismic Performance Analysis on Single-Storey Masonry House with Sliding Damping Technology

Abstract:

This paper presents a technology of sliding damping which could resist ground frost heaving. In the technology, setting the low-grade mortar bond of the upper and lower ring beams to achieve slip shock absorption, and setting the rubber beams to achieve shear deformation limiting. By rubber beam shear performance test, the shear strength of the rubber beam has been acquired. In the paper, the finite element software has been adopted to simulate the seismic performances of common wall and sliding damping wall structures under low cyclic reversed loading, the hysteretic curves between the bottom shear and the top displacement of the walls. The research results show that sliding damping ring beam has the very good function on dissipating seismic energy and reducing seismic action.

• Periodical: Applied Mechanics and Materials (Volumes 580-583)
• Pages: 1629-1632
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.580-583.1629
• Online since: July 2014
• Authors: Kang Yuan, Ying Min Li, Bo Kang
• Keywords: Hysteretic Curve, Masonry Structure, Rubber Beam, Seismic Performance, Sliding Damping

References

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