Solution to excessive vibration of floors in a steel structured industrial building

Bolesław Szmygin


Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)

Jerzy Podgórski


Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0003-4745-7705

Jarosław Bęc


Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0002-5853-3710

Piotr Wielgos


Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0003-3548-9945

Tomasz Nowicki


Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0003-0752-2509

Abstract

This paper deals with the problem of vibration that occurs in many industrial buildings. It covers the complete procedure of handling such tasks. Two buildings in a “Lubelski Wegiel S.A.” coal mine were examined in 2003 – 2005. Some years after building vibration of floors appeared (Figs 2-3). It was caused probably by modification in the building structures or improper maintenance of machines. Measurements and numerical simulations (Figs 4-5 and Tab. 1) showed that resonance appeared. It was stated that main elements of the structure were not in danger and vibration concern the floors only. Necessary modifications of the structures were designed (Figs 6-7). Testing measurements after bringing them into effect were conducted (Figs 8-11).


Keywords:

vibrations, vibrations measurements, FEM

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Published
2008-12-11

Cited by

Szmygin, B. (2008) “Solution to excessive vibration of floors in a steel structured industrial building”, Budownictwo i Architektura, 3(2), pp. 063–070. doi: 10.35784/bud-arch.2323.

Authors

Bolesław Szmygin 

Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland

Authors

Jerzy Podgórski 

Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0003-4745-7705

Authors

Jarosław Bęc 

Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0002-5853-3710

Authors

Piotr Wielgos 

Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0003-3548-9945

Authors

Tomasz Nowicki 

Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0003-0752-2509

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