<abstract xmlns="http://www.w3.org/1999/xhtml"><p>The article describes general principles and basis of evaluation of existing railway bridges based on the concept of load-carrying capacity determination. Compared to the design of a new bridge, the modified reliability level for existing bridges evaluation should be considered due to implementation of the additional data related to bridge condition and behaviour obtained from regular inspections. Based on those data respecting the bridge remaining lifetime, a modification of partial safety factors for actions and materials could be respected in the bridge evaluation process. A great attention is also paid to the specific problems of determination of load-caring capacity of steel railway bridges in service. Recommendation for global analysis and methodology for existing steel bridge superstructure load-carrying capacity determination are described too.</p></abstract>

The article describes general principles and basis of evaluation of existing railway bridges based on the concept of load-carrying capacity determination. Compared to the design of a new bridge, the modified reliability level for existing bridges evaluation should be considered due to implementation of the additional data related to bridge condition and behaviour obtained from regular inspections. Based on those data respecting the bridge remaining lifetime, a modification of partial safety factors for actions and materials could be respected in the bridge evaluation process. A great attention is also paid to the specific problems of determination of load-caring capacity of steel railway bridges in service. Recommendation for global analysis and methodology for existing steel bridge superstructure load-carrying capacity determination are described too.

Existing Steel Railway Bridges Evaluation

Civil and Environmental Engineering

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

{"article-title":"Existing Steel Railway Bridges Evaluation"}

The article describes general principles and basis of evaluation of existing railway bridges based on the concept of load-carrying capacity determination....

Existing Steel Railway Bridges Evaluation

Data publikacji: 23 gru 2016

Zakres stron: 103 - 110

DOI: https://doi.org/10.1515/cee-2016-0014

Słowa kluczowe
Evaluation, Existing railway bridge, Bridge load-carrying capacity, Passage of service load, Partial safety factors for loads and resistances

© 2016 Josef Vičan et al., published by De Gruyter Open

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

Existing Steel Railway Bridges Evaluation

Data publikacji: 23 gru 2016

Zakres stron: 103 - 110

DOI: https://doi.org/10.1515/cee-2016-0014

Słowa kluczoweEvaluation, Existing railway bridge, Bridge load-carrying capacity, Passage of service load, Partial safety factors for loads and resistances

© 2016 Josef Vičan et al., published by De Gruyter Open

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

Słowa kluczowe
Evaluation, Existing railway bridge, Bridge load-carrying capacity, Passage of service load, Partial safety factors for loads and resistances