Monitoring and failure resistance of the historical stone bridge structure of Charles bridge
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F09%3A00161908" target="_blank" >RIV/68407700:21110/09:00161908 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Monitoring and failure resistance of the historical stone bridge structure of Charles bridge
Original language description
Long-term research has proven that the core of Charles Bridge shows a high moisture content by weight and is contaminated by salts (sulphates, nitrates, chlorides), which are the consequence of the long-term leakage and application of deicing agents. Theoccurrence of a series of mechanical failures manifested by cracks in the stone blocks on the bridge vault facing, by prominent cracking between the breast wall and the vault, is caused, in particular, by non-stress effects of temperature and moisture content changes and the interaction of the stone bridge vaults with the bridge filler.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
CODE 2009 (Computational Design in Engineering)
ISBN
978-89-963468-0-7
ISSN
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e-ISSN
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Number of pages
1
Pages from-to
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Publisher name
Computational Structural Engineering Institute of Korea
Place of publication
Seoul
Event location
Seoul
Event date
Nov 3, 2009
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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