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%3A00314060" target="_blank" >RIV/68407700:21110/17:00314060 - 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
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
D - Article in proceedings
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
<a href="/en/project/GA16-04454S" target="_blank" >GA16-04454S: Uncertainties on the material level affecting those on the structural level</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
PhD Workshop - Full Texts
ISBN
978-80-01-06132-9
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
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Publisher name
katedra betonových a zděných konstrukcí
Place of publication
Praha
Event location
Praha
Event date
May 26, 2017
Type of event by nationality
CST - Celostátní akce
UT code for WoS article
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