Monotonic and Cyclic Tests of Round Bamboo Shear Walls

被引：3

作者：

Li, Zhi ^{[1
]}

Xiao, Yan ^{[2
,3
]}

Shan, Bo ^{[1
,4
]}

Li, Lei ^{[1
]}

Wang, Rui ^{[1
]}

机构：

[1] Hunan Univ, Inst Modern Bamboo Timber & Composite Struct IBTC, Changsha 410082, Hunan, Peoples R China

[2] Hunan Univ, Inst Modern Timber & Composite Struc IBTCS MOE, Key Lab Bldg Safety & Engn Efficieny, Changsha 410082, Hunan, Peoples R China

[3] Univ Southern Calif, Dept Civil Engn, Los Angeles, CA USA

[4] Hunan Univ, Inst Modern Timber & Composite Struc IBTCS MOE, Changsha 410082, Hunan, Peoples R China

来源：

NOVEL AND NON-CONVENTIONAL MATERIALS AND TECHNOLOGIES FOR SUSTAINABILITY | 2012年 / 517卷

关键词：

Round bamboo; Monotonic and cyclic test; Shear wall; Connections;

D O I：

10.4028/www.scientific.net/KEM.517.135

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

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 project's requirement. A combination of nail and panel failures were observed in the test.

引用

页码：135 / +

页数：2

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