Progress on the connection performance of steel-engineered bamboo beam-column connections under cyclic loads: a review

竹子 连接(主束) 结构工程 消散 延展性(地球科学) 栏(排版) 梁(结构) 地震荷载 材料科学 工程类 复合材料 蠕动 物理 热力学
作者
Yang Liu,Kun Liu,Wentao Wang,Linlin Fan,Binbin Li
出处
期刊:Sustainable structures [Sustainable Development Press Limited]
卷期号:4 (1) 被引量:1
标识
DOI:10.54113/j.sust.2024.000037
摘要

Bamboo is a great building material due to its low carbon and environmental friendless. The connection performance of beam-column joints had an impact on the seismic performance of the whole structure. The beam-column connection performance is critical in earthquakes. Steel-engineered timber connections have good seismic properties, and the properties of bamboo and timber are very similar. Therefore, the form of wood structure connection can be used in bamboo structures. The type of member materials used and the connection forms applied determine the structure elastic behavior. Common engineered bamboo has been introduced, and the current connection form of engineered timber has been summarized in this paper. Secondly, research on the indicators of connection performance under cyclic loads has been introduced, including damage forms, strength, ductility, and energy dissipation capacity. Thirdly, the traits of various types of connections are presented, and this paper could be taken as a reference for future studies on connections in steel-engineered bamboo structures.

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