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

  • Yang Liu*
  • , Kun Liu
  • , Wentao Wang
  • , Linlin Fan
  • , Binbin Li
  • *Corresponding author for this work
  • Xi'an Polytechnic University
  • Xi'an University of Architecture and Technology
  • Xi'an Shiyou University
  • University of Michigan, Ann Arbor
  • Harbin Institute of Technology Shenzhen

Research output: Contribution to journalReview articlepeer-review

Abstract

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.

Original languageEnglish
Article number000037
JournalSustainable Structures
Volume4
Issue number1
DOIs
StatePublished - 2024
Externally publishedYes

Keywords

  • Engineered bamboo
  • connection performance
  • experimental study
  • numerical simulation

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