In-Plane Cyclic Test on Framed Dry-Stack Masonry Panel

Kun Lin; Yuri Z. Totoev; Hong Jun Liu

doi:10.4028/www.scientific.net/AMR.163-167.3899

Paper Titles

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Wind Speed Profile and Gradient Height in Typhoons Observed by Vehicular Doppler Radar in South China
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The Isolation Effect Analysis of Base and Story Isolation System in Vertical Seismic Action
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In-Plane Cyclic Test on Framed Dry-Stack Masonry Panel
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Parallel Computing Traveling Wave Effect on the Seismic Response of 3D Valley Topography Site under Long-Period Seismic Excitation
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Interaction of Multiple Semi-Cylindrical Gaps and a Shallow-Buried Cavity
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Large Eddy Simulation of Wind Field around Large-Span Cantilevered Roofs
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Investigation on Applicability of Pushover Analysis on High-Rise Diagonal Grid Structural System
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167In-Plane Cyclic Test on Framed Dry-Stack Masonry...

In-Plane Cyclic Test on Framed Dry-Stack Masonry Panel

Abstract:

A new masonry system has been developed to improve the seismic behaviour of RC frame with masonry panels. In this system dry-stack masonry panels are built with masonry units capable of sliding in-plane of a panel. These masonry panels have reduced in-plane stiffness but increased frictional energy dissipation capacity compared with the traditional masonry panels. Under seismic or wind loads these panels do not detrimentally interfere with natural RC frame response but rather positively contribute to it mainly by increasing dumping. A cyclic test has been performed to evaluate the behaviour of this masonry system. Test results demonstrate that the new system can improve the seismic behaviour of RC frame structures with masonry panels.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3899-3903

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.3899

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Online since:

December 2010

Authors:

Kun Lin, Yuri Z. Totoev, Hong Jun Liu

Keywords:

Confined Masonry, Cyclic Test, In-Fill Masonry, Masonry Panel

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