Dynamic Response of Masonry Partition Structure to Inside Explosion Effect

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F03%3A07088774" target="_blank" >RIV/68407700:21610/03:07088774 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Dynamic Response of Masonry Partition Structure to Inside Explosion Effect
Original language description
The paper is concered with an analysis of the laws governing the explosion of the methane-air mix in a testing gallery beyond a simple masonry wall 140 mm thick. The time of overpressure effect is about one second and, concequently, is significantly longer than the basic natural period of the masonry partition structure; the generated pressures attain the ultimate strength of the structure. The paper is based on the variant dynamic response analysis of a rectangular masonry partition and its comparisonwith the results of experimental verification of the bearing capacity of the structure. On the exemple of a real structure the respnse of masonry main walls and partitions, the beginning of the failure of the structure and the shock wave propagation in the structure and in its neighbourhood are analysed.
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JM - Structural engineering
OECD FORD branch
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2003
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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