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

Author(s): ORCID (Civil and Environmental Engineering Department Universitat Politècnica de Catalunya (UPC) Barcelona Spain)
(University of Belgrade Faculty of Civil Engineering Belgrade Serbia)
(Civil and Environmental Engineering Department Universitat Politècnica de Catalunya (UPC) Barcelona Spain)
(Civil and Environmental Engineering Department Universitat Politècnica de Catalunya (UPC) Barcelona Spain)
(Mechanical Engineering and Industrial Construction Department University of Girona (UdG) Girona Spain)
(University of Belgrade Faculty of Civil Engineering Belgrade Serbia)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 3, v. 22
Page(s): 1652-1670
DOI: 10.1002/suco.202000558
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/suco.202000558.
  • About this
    data sheet
  • Reference-ID
    10676968
  • Published on:
    02/06/2022
  • Last updated on:
    10/12/2022
 
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