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Collapse simulation and analysis of infill walls for earthquake-resistant structures

  • Wei Yang*
  • , Jin Ping Ou
  • *Corresponding author for this work
  • Harbin Institute of Technology Shenzhen
  • Dalian University of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

To investigate out-of-plane behavior of infilled frame due to different construction measures, collapse simulation of the structure is carried out by LS-DYNA software. The influences of construction measures of infilled frame and grades of mortar are researched, respectively. The results show that the collapse prevention capacity of infill walls is effectively improved by increasing the grade of mortar and setting steel tie bars. The space of tie bars is advice to reduce when infilled structures are beyond the eighth seismic precautionary intensity. Other reasonable measures can be also adopted to protect infill walls from collapse and ensure the safety of people's life and possessions.

Original languageEnglish
Pages (from-to)16-19
Number of pages4
JournalHarbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology
Volume43
Issue number6
StatePublished - Jun 2011
Externally publishedYes

Keywords

  • Collapse
  • Construction measures
  • Infill walls
  • Simulation
  • Wenchuan earthquake

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