Deformation characteristics of masonry structure subjected to horizontal loads
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F19%3A10242821" target="_blank" >RIV/61989100:27120/19:10242821 - isvavai.cz</a>
Výsledek na webu
<a href="https://www.taylorfrancis.com/books/e/9780429021596/chapters/10.1201/9780429021596-26" target="_blank" >https://www.taylorfrancis.com/books/e/9780429021596/chapters/10.1201/9780429021596-26</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1201/9780429021596-26" target="_blank" >10.1201/9780429021596-26</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Deformation characteristics of masonry structure subjected to horizontal loads
Popis výsledku v původním jazyce
This contribution deals with effects of horizontal loads to masonry structures. It is focused on estimation of masonry parameters needed for modelling of horizontally loaded structures and their proper application when choosing the prestressing force and anchors for prestressing device. Test equipment for three-axial state of stress is used for determination of deformation characteristics. Potentiometers record the local consolidation. They read only the values of masonry displacement at the place of local stress and they are not affected by deformation of the whole sample. Measured values serve as input parameters for calculation of masonry modulus of elasticity which could be included in simplified numerical models for modelling of huge parts of masonry required for practical assessments. Furthermore, the models could be used for determination of prestressing forces and losses of prestress in anchors during the restoration of masonry structures. (C) 2019 Taylor & Francis Group, London.
Název v anglickém jazyce
Deformation characteristics of masonry structure subjected to horizontal loads
Popis výsledku anglicky
This contribution deals with effects of horizontal loads to masonry structures. It is focused on estimation of masonry parameters needed for modelling of horizontally loaded structures and their proper application when choosing the prestressing force and anchors for prestressing device. Test equipment for three-axial state of stress is used for determination of deformation characteristics. Potentiometers record the local consolidation. They read only the values of masonry displacement at the place of local stress and they are not affected by deformation of the whole sample. Measured values serve as input parameters for calculation of masonry modulus of elasticity which could be included in simplified numerical models for modelling of huge parts of masonry required for practical assessments. Furthermore, the models could be used for determination of prestressing forces and losses of prestress in anchors during the restoration of masonry structures. (C) 2019 Taylor & Francis Group, London.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20100 - Civil engineering
Návaznosti výsledku
Projekt
—
Návaznosti
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Ostatní
Rok uplatnění
2019
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Advances and Trends in Engineering Sciences and Technologies III : Proceedings of the 3rd International Conference on Engineering Sciences and Technologies (ESaT 2018), September 12-14, 2018, High Tatras Mountains, Tatranske Matliare, Slovak Republic
ISBN
978-0-367-07509-5
ISSN
—
e-ISSN
—
Počet stran výsledku
6
Strana od-do
167-172
Název nakladatele
Taylor &amp; Francis
Místo vydání
Londýn
Místo konání akce
Vysoké Tatry
Datum konání akce
12. 9. 2018
Typ akce podle státní příslušnosti
EUR - Evropská akce
Kód UT WoS článku
—