<abstract xmlns="http://www.w3.org/1999/xhtml"><p>The aim of this paper is to demonstrate the behavior of reinforced elastomeric bearings under various loads. They are made of special types of bearings. The experimental verification of these special bearings has been tested on various types of loading. The results of the experimental measurements are compared with the results of the numerical modeling and calculations according to the standard assumptions in STN EN 1337-3. In the conclusion, the results are summarized for the selected types of bearings.</p></abstract>

The aim of this paper is to demonstrate the behavior of reinforced elastomeric bearings under various loads. They are made of special types of bearings. The experimental verification of these special bearings has been tested on various types of loading. The results of the experimental measurements are compared with the results of the numerical modeling and calculations according to the standard assumptions in STN EN 1337-3. In the conclusion, the results are summarized for the selected types of bearings.

Interaction of Reinforced Elastomeric Bearings in Bridge Construction

Fire Department of Steel and Timber Structures, Faculty of Civil Engineering, Slovak University of Technology in Bratislava

Department of Steel and Timber Structures, Faculty of Civil Engineering, Slovak University of Technology in Bratislava

Slovak Journal of Civil Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

{"article-title":"Interaction of Reinforced Elastomeric Bearings in Bridge Construction"}

The aim of this paper is to demonstrate the behavior of reinforced elastomeric bearings under various loads. They are made of special types of bearings. The...

Interaction of Reinforced Elastomeric Bearings in Bridge Construction

Online veröffentlicht: 18. Apr. 2016

Seitenbereich: 34 - 40

DOI: https://doi.org/10.1515/sjce-2016-0005

Schlüsselwörter
Bridgebearings, elastomer, modulus of elasticity, reinforcing plates

© 2016 Faculty of Civil Engineering, Slovak University of Technology

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Interaction of Reinforced Elastomeric Bearings in Bridge Construction

Online veröffentlicht: 18. Apr. 2016

Seitenbereich: 34 - 40

DOI: https://doi.org/10.1515/sjce-2016-0005

SchlüsselwörterBridgebearings, elastomer, modulus of elasticity, reinforcing plates

© 2016 Faculty of Civil Engineering, Slovak University of Technology

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Schlüsselwörter
Bridgebearings, elastomer, modulus of elasticity, reinforcing plates