Degradation of the first frequency of an RC frame with damage levels

Degradation of the first frequency of an RC frame with damage levels

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Damage in RC structures causes the degradation of stiffness and frequency. In this study, the relationship between the two coefficients and damage severities is numerically investigated considering a three-dimensional (3D) RC frame in which the concrete damage plasticity model (CDPM) and the elastop...

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Bibliographic Details
Main Authors: Quy Thue Nguyen, Ramazan Livaoglu
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2023-04-01
Series:Frattura ed Integrità Strutturale
Subjects:
structural integrity
structural health monitoring
natural frequency
concrete damage plasticity model
pushover analysis
Online Access:https://www.fracturae.com/index.php/fis/article/view/3960/3782

Internet

https://www.fracturae.com/index.php/fis/article/view/3960/3782

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