Non-linear Analysis of Slender Masonry Beam
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00314105" target="_blank" >RIV/68407700:21110/17:00314105 - isvavai.cz</a>
Result on the web
<a href="http://hdl.handle.net/10467/92221" target="_blank" >http://hdl.handle.net/10467/92221</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1515/tvsb-2017-0039" target="_blank" >10.1515/tvsb-2017-0039</a>
Alternative languages
Result language
angličtina
Original language name
Non-linear Analysis of Slender Masonry Beam
Original language description
This paper deals with numerical analysis and design of slander prismatic masonry beams loaded predominantly by axial force and bending moment in plane of the principal moment of inertia. Because of the material non-linearity, classical mathematical theory of slender columns cannot be applied for masonry elements, therefore the proposed method uses iterative non–linear calculation considering both material and geometrical non–linearity.
Czech name
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Czech description
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Classification
Type
J<sub>ost</sub> - Miscellaneous article in a specialist periodical
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Transactions of the VŠB – Technical University of Ostrava
ISSN
1804-4824
e-ISSN
1804-4824
Volume of the periodical
2017
Issue of the periodical within the volume
2
Country of publishing house
CZ - CZECH REPUBLIC
Number of pages
10
Pages from-to
151-160
UT code for WoS article
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EID of the result in the Scopus database
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