Assessment of structural condition of steel bridge in Brandýs nad Orlicí

Assessment of structural condition of steel bridge in Brandýs nad Orlicí

This paper deals with structural condition assessment of historical steel through arch bridge in Brandýs nad Orlicí. Structure was dynamically tested to obtain mode shapes and eigenfrequencies on non-loaded structure and to estimate logarithmic damping decrement after traffic loading. Material prope...

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Main Authors: Mourek Jan, Tej Petr, Kral Jaromir, Kolísko Jiří
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201710700003
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spelling doaj-55b259cc4a6b4a88bc9060fa99b3b7702021-03-02T10:22:32ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011070000310.1051/matecconf/201710700003matecconf_dyn2017_00003Assessment of structural condition of steel bridge in Brandýs nad OrlicíMourek Jan0Tej Petr1Kral Jaromir2Kolísko Jiří3Klokner Institute, Department of MechanicsKlokner Institute, Department of MechanicsKlokner Institute, Department of MechanicsKlokner Institute, Department of MechanicsThis paper deals with structural condition assessment of historical steel through arch bridge in Brandýs nad Orlicí. Structure was dynamically tested to obtain mode shapes and eigenfrequencies on non-loaded structure and to estimate logarithmic damping decrement after traffic loading. Material properties were verified. Calculation model was created to validate its statical and dynamical behaviour. Article focuses on comparison of calculated results and properties of real structure upon excitation.https://doi.org/10.1051/matecconf/201710700003
collection DOAJ
language English
format Article
sources DOAJ
author Mourek Jan
Tej Petr
Kral Jaromir
Kolísko Jiří
spellingShingle Mourek Jan
Tej Petr
Kral Jaromir
Kolísko Jiří
Assessment of structural condition of steel bridge in Brandýs nad Orlicí
MATEC Web of Conferences
author_facet Mourek Jan
Tej Petr
Kral Jaromir
Kolísko Jiří
author_sort Mourek Jan
title Assessment of structural condition of steel bridge in Brandýs nad Orlicí
title_short Assessment of structural condition of steel bridge in Brandýs nad Orlicí
title_full Assessment of structural condition of steel bridge in Brandýs nad Orlicí
title_fullStr Assessment of structural condition of steel bridge in Brandýs nad Orlicí
title_full_unstemmed Assessment of structural condition of steel bridge in Brandýs nad Orlicí
title_sort assessment of structural condition of steel bridge in brandýs nad orlicí
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2017-01-01
description This paper deals with structural condition assessment of historical steel through arch bridge in Brandýs nad Orlicí. Structure was dynamically tested to obtain mode shapes and eigenfrequencies on non-loaded structure and to estimate logarithmic damping decrement after traffic loading. Material properties were verified. Calculation model was created to validate its statical and dynamical behaviour. Article focuses on comparison of calculated results and properties of real structure upon excitation.
url https://doi.org/10.1051/matecconf/201710700003
work_keys_str_mv AT mourekjan assessmentofstructuralconditionofsteelbridgeinbrandysnadorlici
AT tejpetr assessmentofstructuralconditionofsteelbridgeinbrandysnadorlici
AT kraljaromir assessmentofstructuralconditionofsteelbridgeinbrandysnadorlici
AT koliskojiri assessmentofstructuralconditionofsteelbridgeinbrandysnadorlici
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