Reliability Assessment of Bridge Column under Accidental Impact
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F16%3A00303394" target="_blank" >RIV/68407700:21610/16:00303394 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.691.239" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/KEM.691.239</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.691.239" target="_blank" >10.4028/www.scientific.net/KEM.691.239</a>
Alternative languages
Result language
angličtina
Original language name
Reliability Assessment of Bridge Column under Accidental Impact
Original language description
It is shown that alternative procedures for probabilistic assessment of design impact forces given in EN 1991-1-7 leads to similar results. The impact forces are up to three times greater than the recommended indicative values given in the main text of EN 1991-1-7. Provided that no other safety measures are undertaken, the structures potentially endangered by vehicular impact and designed for recommended lower bound of impact forces may have insufficient reliability. Application of the upper limit of impact forces should be recommended for key bridges where the bridge columns are situated near road intersections or in the adverse configuration of the terrain.
Czech name
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Czech description
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Classification
Type
C - Chapter in a specialist book
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/LG14012" target="_blank" >LG14012: International co-operation in reliability and risk assessment of structural systems</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Book/collection name
Reliability Aspects in the Design and Execution of Concrete Structures
ISBN
978-3-03835-526-7
Number of pages of the result
11
Pages from-to
239-249
Number of pages of the book
431
Publisher name
Trans Tech Publications Ltd.
Place of publication
Pfaffikon
UT code for WoS chapter
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