The response of masonry barrel vaults to repetitive static and dynamic loads and example of rehabilitation of historic barrel vaults
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F19%3A00493014" target="_blank" >RIV/68378297:_____/19:00493014 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1007/978-3-319-99441-3_158" target="_blank" >https://doi.org/10.1007/978-3-319-99441-3_158</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/978-3-319-99441-3_158" target="_blank" >10.1007/978-3-319-99441-3_158</a>
Alternative languages
Result language
angličtina
Original language name
The response of masonry barrel vaults to repetitive static and dynamic loads and example of rehabilitation of historic barrel vaults
Original language description
The article will present the main results of experimental and theoretical research into non-reinforced barrel vault constructions and barrel vault construction reinforced with composites based on high-strength fibres and epoxy resin, or special polymer cement mortar. Vaulted constructions of historic and heritage buildings are extremely sensitive to deformations of the supporting construction, and their response to seismic effects may often be accompanied by cracking and mechanical vault failures. The results of research and study into the dynamic behaviour of barrel vaults brings new knowledge applicable in the prevention of vault failures in regions with an increased intensity of natural or technical seismicity, for the identification and localisation of failures using e.g. MAC or COMAC criteria. It can also be valuable in their serviceability assessment and service life extension. The second part of the article presents the results of theoretical and experimental analysis and a practical example of the stabilisation and reinforcement of 16 extensively damaged barrel vaults (with a 3.05Â m span) with large lunettes situated over the cloister in the Premonstrate Monastery in Teplá (built in the 16th century), located in a seismically active region of West Bohemia.
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
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Book/collection name
Structural analysis of historical constructions. An interdisciplinary approach
ISBN
978-3-319-99440-6
Number of pages of the result
9
Pages from-to
1471-1479
Number of pages of the book
2518
Publisher name
Springer
Place of publication
Amsterdam
UT code for WoS chapter
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