Solution to excessive vibration of floors in a steel structured industrial building
Article Sidebar
Open full text
Issue Vol. 3 No. 2 (2008)
-
Evaluation of the land property value for public roads investment with respect to recompense calculation
005-014
-
Earned value method as a tool for project control
015-032
-
Measurements of 2-D flow parameters around rectangular prisms arranged at the ground
033-051
-
Comparison of determination methods of vibration’s damping coefficients for complex structures
053-061
-
Solution to excessive vibration of floors in a steel structured industrial building
063-070
-
Dimensioning of reinforced concrete multi – flue chimneys
071-080
-
The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney
081-095
-
Evolution of the landscape, historical planning and elements of Odessa
119-130
-
Historical palaces and gardens in Ukraine and problems of their revalorization
131-142
-
The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney
097-118
Main Article Content
DOI
Authors
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).
