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Evaluation of Progressive Collapse Resistance of Steel Frame of Industrial Building

https://doi.org/10.31675/1607-1859-2026-28-2-212-225

EDN: EOWVHS

Abstract

This work evaluates the steel frame stability of the sand sleeve filter of the processing plant of the consequence class KS-3.
Purpose: The aim of the work is to consider all possible scenarios of the removal of steel frame columns leading to a possible progressive collapse using the stress-strain state simulation in a three-dimensional model of the base–foundation–building system.
Methodology: The stress-strain state of the steel frame is simulated in Ing+ 2021 MicroFe software package using the kinematic method of the limit equilibrium theory for building protection from progressive collapse.
Research findings: It is found that at the specific load combination and the removal of any one column of the steel frame, an emergency situation does not occur and progressive building collapse does not occur also. According to calculations, at the load level exceeded by 39% at the removed corner column and by 34% at the removed serial column, the steel frame transmits to a kinematically variable mechanism, while its load-bearing capacity is exhausted.

About the Authors

I. I. Podshivalov
Tomsk State University of Architecture and Building
Russian Federation

Ivan I. Podshivalov, PhD, A/Professor

2, Solyanaya Sq., 634003, Tomsk



S. V. Yushchube
Tomsk State University of Architecture and Building
Russian Federation

Sergei V. Yushchube, PhD, A/Professor

2, Solyanaya Sq., 634003, Tomsk



A. A. Tarasov
Tomsk State University of Architecture and Building
Russian Federation

Aleksandr A. Tarasov, PhD

2, Solyanaya Sq., 634003, Tomsk



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Review

For citations:


Podshivalov I.I., Yushchube S.V., Tarasov A.A. Evaluation of Progressive Collapse Resistance of Steel Frame of Industrial Building. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2026;28(2):212-225. (In Russ.) https://doi.org/10.31675/1607-1859-2026-28-2-212-225. EDN: EOWVHS

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ISSN 1607-1859 (Print)
ISSN 2310-0044 (Online)