Monotonic and Cyclic Tests of Round Bamboo Shear Walls

Article Preview

Abstract:

This paper reports the first step of a study to evaluate the lateral resistance capacity of Round bamboo shear walls and its mechanical properties under Monotonic and cyclic loading conditions. The bamboo shear walls are built with round bamboo as its stub and with ply-bamboo sheet as its sheathing. Load-displacement curves of six round bamboo shear walls, with three different connection types, were obtained in this experiment, and the test results showed that the lateral resistance capacity of round bamboo shear walls can exceed 4.0kN/m, satisfying the projects requirement. A combination of nail and panel failures were observed in the test.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

135-140

Citation:

Online since:

June 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Information on http: /en. wikipedia. org/wiki/Bamboo.

Google Scholar

[2] Yan Xiao, Quan Zhou and Bo Shan, Design and Construction of Modern Bamboo Bridges, Journal of Bridge Engineering. 15 (2010) 533-541.

DOI: 10.1061/(asce)be.1943-5592.0000089

Google Scholar

[3] Frank Lam, Helmut G. L. Prion, z and Ming He, Lateral resistance of wood shear walls with large sheathing panels, Journal of structural engineering. 123(1997)1666-1673.

DOI: 10.1061/(asce)0733-9445(1997)123:12(1666)

Google Scholar

[4] Ming He, Henrik Magnusson, Frank Lam, and Helmut G. L. Prion, Cyclic performance of perforated wood shear walls with Oversize OSB panels, Journal of structural engineering. 125 (1999)10-18.

DOI: 10.1061/(asce)0733-9445(1999)125:1(10)

Google Scholar