Multiparametric modelling of infill shear walls with additionally made openings
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F26%3A0197584" target="_blank" >RIV/00216305:26110/26:0197584 - isvavai.cz</a>
Výsledek na webu
<a href="https://onlinelibrary.wiley.com/doi/10.1002/suco.70079" target="_blank" >https://onlinelibrary.wiley.com/doi/10.1002/suco.70079</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/suco.70051" target="_blank" >10.1002/suco.70051</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Multiparametric modelling of infill shear walls with additionally made openings
Popis výsledku v původním jazyce
The paper deals with the implementation of additional openings in reinforced concrete infill shear walls from the point of view of structural analysis. In the introductory part, the current state of knowledge in the methods of analysis of this issue is discussed and their advantages or shortcomings are pointed out. Several types of wall specimens with premade openings with different types of reinforcement representing the state after an additional opening is made are proposed and their behavior is experimentally and subsequently numerically verified. On the basis of the data obtained, methods are proposed for the structural analysis and the design of reinforced concrete infill shear walls with additional or premade openings. The method of analysis using equivalent diagonal bar strut has been extended to take account for the reinforcement and the load state of the infill.
Název v anglickém jazyce
Multiparametric modelling of infill shear walls with additionally made openings
Popis výsledku anglicky
The paper deals with the implementation of additional openings in reinforced concrete infill shear walls from the point of view of structural analysis. In the introductory part, the current state of knowledge in the methods of analysis of this issue is discussed and their advantages or shortcomings are pointed out. Several types of wall specimens with premade openings with different types of reinforcement representing the state after an additional opening is made are proposed and their behavior is experimentally and subsequently numerically verified. On the basis of the data obtained, methods are proposed for the structural analysis and the design of reinforced concrete infill shear walls with additional or premade openings. The method of analysis using equivalent diagonal bar strut has been extended to take account for the reinforcement and the load state of the infill.
Klasifikace
Druh
J<sub>imp</sub> - Článek v periodiku v databázi Web of Science
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/TH03020446" target="_blank" >TH03020446: Vývoj dispozičně variabilnější panelové soustavy pro bytové domy</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2025
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Structural Concrete
ISSN
1464-4177
e-ISSN
1751-7648
Svazek periodika
Volume 26
Číslo periodika v rámci svazku
Issue 1
Stát vydavatele periodika
DE - Spolková republika Německo
Počet stran výsledku
25
Strana od-do
—
Kód UT WoS článku
001457637300001
EID výsledku v databázi Scopus
2-s2.0-105001878756