Evaluation on the progressive collapse resistance of infilled reinforced concrete frames based on numerical and semi-analytical methods

Engineering Structures(2022)

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摘要
•3D solid-based numerical model of infilled RC frame specimen under progressive collapse scenario was established and validated.•Failure behaviours and load–deflection curves for models with varying reinforcement configurations were predicted by FEM.•Semi-analytical design models were proposed using gene expression programming approach based on the data from test and FEM.
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关键词
Progressive Collapse,Infill Wall,Reinforced Concrete Frame,Prediction Model,Gene Expression Programming
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