Experimental Study on Seismic Behavior of Small-Sized Fly Ash Hollow Block Wall

Article Preview

Abstract:

Based on the experiment of five full-scale small-sized fly ash hollow block walls under low-cycle reversed load, the influence of aspect ratio, common horizontal reinforcement, size of structural column section to the loading process, failure characteristics, cracking load, ultimate load, deformation, ductility, stiffness and energy dissipation of the walls was studied. Simultaneously the mechanical properties and work mechanism of the small-sized fly ash hollow block wall has been analyzed.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

418-423

Citation:

Online since:

January 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Marlyn M J. Recover of alumina from fly ash .US, 1983.

Google Scholar

[2] Lisowy B. Hitchcock,David, Epstein Henry. Process for the recovery of gallium and germanium form coal fly ash, US, 1987.

Google Scholar

[3] Liu Hongxin. Experimental Study on Fly-Ash Block Masonry Shear Walls, D. Nanjing: Southeast University, 2001.

Google Scholar

[4] Hao Jiping, Cao Chunhua, Wang Yingchun, Li Feng. Test on thin steel plate shear wall with opening under cyclic loading, J. Journal of Earthquake Engineering and Engineering Vibration, 2009, (02).

Google Scholar

[5] Shi Chuxian. Masonry Structure Theory and Design, M. China Architecture and Building Press, 2003.

Google Scholar

[6] Guo Junjie. Experimental Study on Seismic Behaviour of Full Scale Concrete Small Hollow Block Wall, D. Tsinghua University, 2005.

Google Scholar