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Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames

  • Wei Jin
  • , Changhai Zhai*
  • , Maohua Zhang
  • , Wen Liu
  • , Yuliang Wei
  • , Lili Xie
  • *Corresponding author for this work
  • School of Civil Engineering, Harbin Institute of Technology
  • University of Science and Technology Beijing
  • China Earthquake Administration

Research output: Contribution to journalArticlepeer-review

Abstract

This paper presents the findings of a series of bidirectional quasi-static tests conducted on isolated infilled frames to investigate the in-plane and out-of-plane interaction of the infills with different boundary constraints. The effects of prior in-plane damage on the out-of-plane behavior of isolated infill walls were assessed. It was found that the presence of existing cracks that developed during the in-plane loading stage had an effect on the out-of-plane cracking patterns, decreased the integrity of the isolated infills, and weakened the infill-frame boundary restraints. The behavior of isolated infill walls under combined in-plane and out-of-plane loading was also affected by the effectiveness of boundary constraints. The experimental results demonstrated that reliable boundary constraints were necessary for forming arching mechanisms and preventing rigid body motion.

Original languageEnglish
Article number116569
JournalEngineering Structures
Volume293
DOIs
StatePublished - 15 Oct 2023
Externally publishedYes

Keywords

  • Bidirectional loading
  • In-plane and out-of-plane interaction
  • Isolated infill wall
  • Reinforced concrete frame

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