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September 16, 2025Revista de la construcción

Behavior of moment-resistant frames after shear-axial failure of reinforced concrete column

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Authors

EBErkan Biçici

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Overview

This analysis demonstrates how shear-axial interaction affects progressive collapse in reinforced concrete structures, indicating improved modeling techniques.

Key Points

  • A new method to analyze progressive collapse effectively models the shear-axial interaction in reinforced concrete.
  • The study tests the method in both 2D and 3D benchmark frames, yielding comparable results to traditional pushdown analysis.
  • Results show the proposed method accurately reflects frame behavior during sudden column loss and cyclic loading conditions.
  • The findings suggest that improved modeling could enhance understanding of structural resilience during earthquakes.

Cite This Study

Erkan Biçici (2025) studied this question.

synapsesocial.com/papers/68d4506b31b076d99fa576b2https://doi.org/10.7764/rdlc.24.2.301
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