Assessment of compressive strength of historic mixed masonry
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00240753" target="_blank" >RIV/68407700:21110/16:00240753 - isvavai.cz</a>
Result on the web
<a href="http://www.tandfonline.com/doi/pdf/10.3846/13923730.2014.914088" target="_blank" >http://www.tandfonline.com/doi/pdf/10.3846/13923730.2014.914088</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.3846/13923730.2014.914088" target="_blank" >10.3846/13923730.2014.914088</a>
Alternative languages
Result language
angličtina
Original language name
Assessment of compressive strength of historic mixed masonry
Original language description
he majority of load-bearing masonry structures of historic buildings are built of mixed or stone masonry composed of regular or irregular (so-called quarry) masonry units – bricks, sedimentary and metamorphic rock – possessing often very different physical and mechanical characteristics. The identification of residual mechanical properties of stone or mixed masonry of irregular walling units requires the application of a suitable diagnostic method, the assessment of the phase of degradation processes and the choice of an appropriate probabilistic model for the strength of mixed masonry. The presented experimental research involves the analysis of the heterogeneity (homogeneity) of mixed masonry of a church from the 17th century. The probabilistic model for masonry strength is developed on the basis of destructive and non-destructive testing of masonry units and mortar. It appears that the probabilistic approach leads to a design value by 75% higher than the deterministic approach.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/DF12P01OVV037" target="_blank" >DF12P01OVV037: Progressive non-invasive methods of stabilization, conservation and strengthening of historical structures and their parts with fibre- and nanofibre-based composite materials</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
Name of the periodical
Journal of Civil Engineering and Management
ISSN
1392-3730
e-ISSN
1822-3605
Volume of the periodical
22
Issue of the periodical within the volume
3
Country of publishing house
LT - LITHUANIA
Number of pages
10
Pages from-to
391-400
UT code for WoS article
000373475000010
EID of the result in the Scopus database
2-s2.0-84941711267