Study of the Influence of the Opening Size and the Type of Reinforcement on the Behavior of the Reinforced Concrete Infill Shear Walls
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU143721" target="_blank" >RIV/00216305:26110/22:PU143721 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.4028/p-d57up3" target="_blank" >http://dx.doi.org/10.4028/p-d57up3</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/p-d57up3" target="_blank" >10.4028/p-d57up3</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Study of the Influence of the Opening Size and the Type of Reinforcement on the Behavior of the Reinforced Concrete Infill Shear Walls
Popis výsledku v původním jazyce
The subject of the article is a comparison of behavior of a precast reinforced concrete infill shear walls with an opening with different types of reinforcement. These are the walls that can ensure stiffness of the frame structure against horizontal load. Studied walls with an opening represent cases of how the wall can be reinforced prior to the implementation of an additional opening. The influence of the so called “sleeping reinforcement” is studied. This is a reinforcement that would take effect only after the additional opening has been made. The wall elements are first subjected to experimental verification. Subsequently, the results from the experiments are verified by non-linear models, which represent the individual elements during the experiment. Based on these models, a parametric study is performed, where the influence of an opening size in these infill shear walls is studied on their load - bearing capacity and stiffness.
Název v anglickém jazyce
Study of the Influence of the Opening Size and the Type of Reinforcement on the Behavior of the Reinforced Concrete Infill Shear Walls
Popis výsledku anglicky
The subject of the article is a comparison of behavior of a precast reinforced concrete infill shear walls with an opening with different types of reinforcement. These are the walls that can ensure stiffness of the frame structure against horizontal load. Studied walls with an opening represent cases of how the wall can be reinforced prior to the implementation of an additional opening. The influence of the so called “sleeping reinforcement” is studied. This is a reinforcement that would take effect only after the additional opening has been made. The wall elements are first subjected to experimental verification. Subsequently, the results from the experiments are verified by non-linear models, which represent the individual elements during the experiment. Based on these models, a parametric study is performed, where the influence of an opening size in these infill shear walls is studied on their load - bearing capacity and stiffness.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
—
Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2022
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
Solid State Phenomena (Volume 336)
ISBN
978-80-907611-6-2
ISSN
1662-9779
e-ISSN
—
Počet stran výsledku
7
Strana od-do
209-215
Název nakladatele
Solid State Phenomena (Volume 336)
Místo vydání
neuveden
Místo konání akce
Praha
Datum konání akce
19. 5. 2022
Typ akce podle státní příslušnosti
CST - Celostátní akce
Kód UT WoS článku
—