<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The objective of this study is the analysis of temperature conditioned resonance clusters appearing in scope of dynamic testings of bridges by moving loads. As example is studied the assessment of actual bridge exposed to such forcing. Presented are the results and final conclusions dealing with security and reliability of the structure.</p>
</abstract>

The objective of this study is the analysis of temperature conditioned resonance clusters appearing in scope of dynamic testings of bridges by moving loads. As example is studied the assessment of actual bridge exposed to such forcing. Presented are the results and final conclusions dealing with security and reliability of the structure.

Temperature Conditioned Resonance Clusters in Bridges Subjected to Moving Loads

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution 4.0 International License.

{"article-title":"Temperature Conditioned Resonance Clusters in Bridges Subjected to Moving Loads"}

The objective of this study is the analysis of temperature conditioned resonance clusters appearing in scope of dynamic testings of bridges by moving loads. As...

Temperature Conditioned Resonance Clusters in Bridges Subjected to Moving Loads

Online veröffentlicht: 22. Juni 2021

Seitenbereich: 298 - 302

DOI: https://doi.org/10.2478/cee-2021-0031

Schlüsselwörter
Bridges, Durability, Moving loads, Resonance clusters, Temperature variation

© 2021 Alexander Tesar et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Temperature Conditioned Resonance Clusters in Bridges Subjected to Moving Loads

Online veröffentlicht: 22. Juni 2021

Seitenbereich: 298 - 302

DOI: https://doi.org/10.2478/cee-2021-0031

SchlüsselwörterBridges, Durability, Moving loads, Resonance clusters, Temperature variation

© 2021 Alexander Tesar et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Schlüsselwörter
Bridges, Durability, Moving loads, Resonance clusters, Temperature variation