Finite element modeling of stress-strain state of girderless floor construction caused by progressive collapse-Reference-Cited by-同舟云学术

Finite element modeling of stress-strain state of girderless floor construction caused by progressive collapse

Published:2023-02-22 Issue:1 Volume:25 Page:134-141
ISSN:2310-0044
Container-title:Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture
language:
Short-container-title:Vestnik Tomskogo gosudarstvennogo arhitekturno-stroitelnogo universiteta

Author:

Podshivalov I. I.¹

Affiliation:

1. Tomsk State University of Architecture and Building

Abstract

Purpose: Finite element modeling (FEM) of the stress-strain state of the five-storey frame building with girderless floors and the basement caused by progressive collapse.Methodology: FEM is performed in the MicroFe software with the removal of the medium column in the basement using the limit equilibrium theory. Development of the three-dimensional model on a rigid base.Research findings: It is shown that progressive collapse of girderless floors is impossible after the removal of the medium column in the basement of the experimental building.

Publisher

Tomsk State University of Architecture and Building

Subject

General Medicine

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