Detail publikace

Multiparametric modelling of infill shear walls with additionally made openings

ŠIMEK, O. ZICH, M.

Originální název

Typ

článek v časopise ve Web of Science, Jimp

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

concrete, additional opening, infill shear wall, experiment, nonlinear analysis, equivalent strut

Autoři

ŠIMEK, O.; ZICH, M.

Vydáno

9. 3. 2025

Nakladatel

John Wiley & Sons Ltd

ISSN

1751-7648

Periodikum

Structural Concrete

Ročník

Volume 26

Číslo

Issue 1

Stát

Spolková republika Německo

Strany počet

URL

https://onlinelibrary.wiley.com/doi/10.1002/suco.70079

BibTex

@article{BUT197584,
  author="Ondřej {Šimek} and Miloš {Zich}",
  title="Multiparametric modelling of infill shear walls with additionally made openings",
  journal="Structural Concrete",
  year="2025",
  volume="Volume 26",
  number="Issue 1",
  pages="25",
  doi="10.1002/suco.70051",
  issn="1751-7648",
  url="https://onlinelibrary.wiley.com/doi/10.1002/suco.70079"
}