Bending test of the composite steel-timber beam

被引:7
作者
Fujita, Masanori [1 ]
Iwata, Mamoru [2 ]
机构
[1] Yamaguchi Univ, Prof Grad Sch Sci & Engn, Yamaguchi, Japan
[2] Kanagawa Univ, Dept Architecture & Bldg Engn, Kanagawa, Japan
来源
ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2 | 2013年 / 351-352卷
关键词
Composite steel-timber beam; Bending test; Performance evaluation; Lateral buckling stiffening; Reuse; Reforestation;
D O I
10.4028/www.scientific.net/AMM.351-352.415
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the field of building construction, mass consumption of wood materials contributes to reforestation and becomes the environmental burden reduction. However, an application to conventional timber structures only such as house has a quantitative limit. A newly developed timber structure that is able to make a large-scale building is expected. A composite steel-timber structure will be one of the effective methods to expand the structural variations. In this paper, the bending test of composite steel-timber beam classified typical joint methods is conducted to grasp basic structural performance.
引用
收藏
页码:415 / 421
页数:7
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