Experimental Investigation of Deconstructable Steel-Concrete Shear Connections in Sustainable Composite Beams

被引：0
|
作者：
Wang, Lizhong [1 ]
Webster, Mark D. [2 ]
Hajjar, Jerome F. [1 ]
机构：
[1] Northeastern Univ, Dept Civil & Environm Engn, Boston, MA 02115 USA
[2] Simpson Gumpertz & Heger Inc, Struct, Waltham, MA 02453 USA
来源：
STRUCTURES CONGRESS 2017: BUILDINGS AND SPECIAL STRUCTURES | 2017年
基金：
美国国家科学基金会;
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A new deconstructable composite floor system consisting of precast concrete planks and deconstructable clamping connections is proposed to promote sustainable design of composite flooring systems in steel buildings through reuse of the structural components. This paper presents an experimental testing program to demonstrate the strength and ductility of the deconstructable connectors and the behavior of the structural floor framing system.
引用
收藏
页码：34 / 47
页数：14
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