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Seismic Damage Assessment of Reinforced Concrete (RC) Pier Columns Based on Residual Drift in Saline Soil Environment

  • Jianjun Zhao
  • , Changwang Yan*
  • , Shuguang Liu
  • , Ju Zhang
  • *Corresponding author for this work
  • Inner Mongolia University of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

It is an important study direction in the field of seismic engineering to accurately evaluate the damage degree of RC pier columns under seismic action in saline soil environment. Based on this, eight RC pier columns were designed and manufactured. Based on the residual drift of the specimen, a seismic damage assessment method suitable for saline soil environment was propsed. The corrosion rate, axial compression ratio and residual drift were considered in this model. The results showed that the model is simple and accurate. It can provide reference for post-earthquake damage assessment of RC columns in saline soil environment.

Original languageEnglish
Pages (from-to)8000-8020
Number of pages21
JournalJournal of Earthquake Engineering
Volume26
Issue number15
DOIs
StatePublished - 2022

Keywords

  • RC pier column
  • Saline soil environment
  • axial compression ratio
  • corrosion rate
  • residual drift
  • seismic damage model

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