What type of study is this?

This is a Computational Modeling study (also classified as: Finite Element Method, Quasi-Static Methods, Dynamic Methods, Kinematic Methods).

Computational Modeling of Progressive Collapse-Induced Stress-Strain State of Columns and Assemblies in Experimental Building

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Computational modeling evaluates progressive collapse risk in experimental buildings, suggesting stability despite column removal.

No progressive collapse occurs with column removal in the experimental building's basement, ensuring structural integrity.
A 15% precision was achieved when comparing results from three limit equilibrium methods for assessing progressive collapse.
The dynamic approach yielded higher ultimate load values compared to the quasi-static and kinematic methods in the analysis.
The finite element method was effectively used to analyze the stress-strain states of the prefabricated building system.

И. И. Подшивалов (2025) studied this question.

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View Full Paper

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Authors

Computational modeling evaluates progressive collapse risk in experimental buildings, suggesting stability despite column removal.

No progressive collapse occurs with column removal in the experimental building's basement, ensuring structural integrity.
A 15% precision was achieved when comparing results from three limit equilibrium methods for assessing progressive collapse.
The dynamic approach yielded higher ultimate load values compared to the quasi-static and kinematic methods in the analysis.
The finite element method was effectively used to analyze the stress-strain states of the prefabricated building system.

И. И. Подшивалов (2025) studied this question.

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