Reliability Assessment of Existing Bridges for Military Use – Appropriate Values of Partial Factors for Traffic Loads

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F17%3A00311992" target="_blank" >RIV/68407700:21610/17:00311992 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1109/MILTECHS.2017.7988764" target="_blank" >http://dx.doi.org/10.1109/MILTECHS.2017.7988764</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1109/MILTECHS.2017.7988764" target="_blank" >10.1109/MILTECHS.2017.7988764</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Reliability Assessment of Existing Bridges for Military Use – Appropriate Values of Partial Factors for Traffic Loads

Popis výsledku v původním jazyce

Freedom of movement and manoeuvre are key assumptions to success in any military operation and one of the core responsibilities for each corps of army engineers. The calculation of military loading capacity of any civilian bridge is one of the essential tasks to achieve this target. Partial factors for the traffic loading in standards for civilian use fail to adequately reflect conditions for assessing existing bridges under welldefined military loads. Based on the safety format adopted in an upcoming edition of STANAG 2021, the submitted contribution illustrates on how the partial factor for military traffic can be adjusted considering various crossing conditions. The numerical study, focused on a crossing of a MLC80 class vehicle over an existing bridge, reveals that the partial factor of the military traffic load can range from 1.1 up to 1.4, depending on the chosen crossing conditions and the target reliability level selected for the crossing mode under consideration.

Název v anglickém jazyce

Reliability Assessment of Existing Bridges for Military Use – Appropriate Values of Partial Factors for Traffic Loads

Popis výsledku anglicky

Freedom of movement and manoeuvre are key assumptions to success in any military operation and one of the core responsibilities for each corps of army engineers. The calculation of military loading capacity of any civilian bridge is one of the essential tasks to achieve this target. Partial factors for the traffic loading in standards for civilian use fail to adequately reflect conditions for assessing existing bridges under welldefined military loads. Based on the safety format adopted in an upcoming edition of STANAG 2021, the submitted contribution illustrates on how the partial factor for military traffic can be adjusted considering various crossing conditions. The numerical study, focused on a crossing of a MLC80 class vehicle over an existing bridge, reveals that the partial factor of the military traffic load can range from 1.1 up to 1.4, depending on the chosen crossing conditions and the target reliability level selected for the crossing mode under consideration.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/GA16-11378S" target="_blank" >GA16-11378S: Rozhodování ve stavebnictví na základě hodnocení rizik</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2017

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

2017 International Conference on Military Technology (ICMT)

ISBN

978-1-5386-1988-9

ISSN

—

e-ISSN

—

Počet stran výsledku

6

Strana od-do

246-251

Název nakladatele

Universita Obrany

Místo vydání

Brno

Místo konání akce

Brno

Datum konání akce

31. 5. 2017

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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