Extension of the ζ ‐method for calculating deflections of two‐way slabs based on linear elastic finite element analysis-Reference-Cited by-同舟云学术

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Extension of the ζ ‐method for calculating deflections of two‐way slabs based on linear elastic finite element analysis

Published:2021-02-09 Issue:3 Volume:22 Page:1652-1670
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Tošić Nikola¹^ORCID,Pecić Nenad²,Poliotti Mauro¹,Marí Antonio¹,Torres Lluis³,Dragaš Jelena²

Affiliation:

1. Civil and Environmental Engineering Department Universitat Politècnica de Catalunya (UPC) Barcelona Spain

2. University of Belgrade Faculty of Civil Engineering Belgrade Serbia

3. Mechanical Engineering and Industrial Construction Department University of Girona (UdG) Girona Spain

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000558

Reference34 articles.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Ultimate water level and deformation failures of the artificial dam in the coal mine underground reservoir;Engineering Failure Analysis;2024-08

2. A limit state design approach for hybrid reinforced concrete column‐supported flat slabs;Structural Concrete;2022-03-18

3. Limitations on ACI Code Minimum Thickness Requirements for Flat Slab;Civil Engineering Journal;2021-11-01

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