Assessment of perforated steel beam-to-column connections subjected to cyclic loading

Tsavdaridis, KD, Faghih, F and Nikitas, N (2014) Assessment of perforated steel beam-to-column connections subjected to cyclic loading. Journal of Earthquake Engineering, 18 (8). 1302 - 1325. ISSN 1363-2469

Abstract

Metadata

Authors/Creators:
  • Tsavdaridis, KD
  • Faghih, F
  • Nikitas, N
Copyright, Publisher and Additional Information: (c) 2014 Konstantinos Daniel Tsavdaridis, Faezeh Faghih, and Nikolaos Nikitas. This is an Open Access article distributed under the terms of the Creative Commons Attribution License http://creativecommons.org/licenses/by/3.0/, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. The moral rights of the named author(s) have been asserted.
Keywords: Steel moment connection; perforated steel beams; web opening; RWS connection; cyclic; hysteretic; ductility; Vierendeel mechanism; finite element analysis; parametric study
Dates:
  • Published: 11 September 2014
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds) > Institute for Resilient Infrastructure (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 01 Oct 2014 11:34
Last Modified: 22 Apr 2015 20:29
Published Version: http://dx.doi.org/10.1080/13632469.2014.935834
Status: Published
Publisher: Taylor and Francis
Identification Number: https://doi.org/10.1080/13632469.2014.935834

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