The Load Bearing Capacity of Railway Masonry Arch Bridges

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00332953" target="_blank" >RIV/68407700:21110/18:00332953 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.31490/tces-2018-0019" target="_blank" >https://doi.org/10.31490/tces-2018-0019</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.31490/tces-2018-0019" target="_blank" >10.31490/tces-2018-0019</a>

Jazyk výsledku
angličtina
Název v původním jazyce
The Load Bearing Capacity of Railway Masonry Arch Bridges
Popis výsledku v původním jazyce
This paper deals with the way of calculating the load-bearing capacity of masonry arch railway bridges. It reviews the basic aspects of structural behaviour of these bridges, such as material non-linearity of masonry and interaction with the soil. Paper shows, how to include second order analysis in the calculation, because in some cases it might have non-negligible infuence. It reminds the requirements of standards and shows, how to calculate the load-bearing capacity in accordance with these requirements with inuence of mentioned non-linearities.
Název v anglickém jazyce
The Load Bearing Capacity of Railway Masonry Arch Bridges
Popis výsledku anglicky
This paper deals with the way of calculating the load-bearing capacity of masonry arch railway bridges. It reviews the basic aspects of structural behaviour of these bridges, such as material non-linearity of masonry and interaction with the soil. Paper shows, how to include second order analysis in the calculation, because in some cases it might have non-negligible infuence. It reminds the requirements of standards and shows, how to calculate the load-bearing capacity in accordance with these requirements with inuence of mentioned non-linearities.

Rok uplatnění
2018
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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