Mathematical Research Data Initiative
Main page
Recent changes
Random page
SPARQL
MaRDI@GitHub
Special pages
In other projects
MaRDI portal item
Discussion
View source
View history
Purge
English
Log in

Prediction of deflection of reinforced concrete shear walls

From MaRDI portal
Publication:834197
Jump to:navigation, search

DOI10.1016/J.ADVENGSOFT.2009.02.002zbMATH Open1421.74012OpenAlexW2019230093MaRDI QIDQ834197

Ilker Fatih Kara, Cengiz Dundar

Publication date: 19 August 2009

Published in: Advances in Engineering Software (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.advengsoft.2009.02.002



zbMATH Keywords

reinforced concretelateral deflectioncrackingeffective moment of inertiaeffective shear modulus


Mathematics Subject Classification ID

Fracture and damage (74R99) Random materials and composite materials (74A40)


Cites Work

  • Finite element analysis of reinforced concrete elements in a cracked state


Related Items (3)

Prediction of shear strength of reinforced concrete beams by nonlinear finite element analysis ⋮ Title not available (Why is that?) ⋮ Maximum energy dissipation-based incremental approach for structural analyses involving discrete fracture propagation in quasi-brittle materials






This page was built for publication: Prediction of deflection of reinforced concrete shear walls

Report a bug (only for logged in users!)Click here to report a bug for this page (MaRDI item Q834197)

Retrieved from "https://portal.mardi4nfdi.de/w/index.php?title=Publication:834197&oldid=12773382"
Tools
What links here
Related changes
Printable version
Permanent link
Page information
This page was last edited on 30 January 2024, at 14:57.
Privacy policy
About MaRDI portal
Disclaimers
Imprint
Powered by MediaWiki