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January 17, 2026Open Access

Nonlinear seismic response of a reinforced concrete large-panel precast building

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Authors

ZAZaurbek AbaevBYBatyr YazyevAVAzamat Valiev

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Overview

Investigates nonlinear seismic performance in large-panel buildings, suggesting better analysis methods are needed.

Key Points

  • The aim is to evaluate the nonlinear seismic performance of reinforced concrete large-panel precast buildings.
  • Developed a detailed numerical model to study seismic behavior
  • Conducted nonlinear time history analysis
  • Examined local response of critical elements, focusing on connections
  • Nonlinear analysis showed a maximum interstory drift ratio of 0.282% in the first story
  • Traditional linear analyses predicted only 0.178% IDR in middle stories
  • Identified limitations in industry-standard software regarding hysteresis modeling for LPBs

Cite This Study

Abaev et al. (2025) studied this question.

synapsesocial.com/papers/696b25f3d2a12237a9349309https://doi.org/10.34910/mce.135.8
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