Comprehensive FE Study of the Hysteretic Behavior of Steel–Concrete Composite and Noncomposite RWS Beam-to-Column Connections

Shaheen, MA, Tsavdaridis, KD orcid.org/0000-0001-8349-3979 and Yamada, S (2018) Comprehensive FE Study of the Hysteretic Behavior of Steel–Concrete Composite and Noncomposite RWS Beam-to-Column Connections. Journal of Structural Engineering, 144 (9). 04018150. ISSN 0733-9445

Abstract

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Authors/Creators:
Copyright, Publisher and Additional Information: (c) 2018 American Society of Civil Engineers. This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://doi.org/10.1061/(ASCE)ST.1943-541X.0002124.
Keywords: Reduced web section (RWS) connections; Plastic hinge; Vierendeel; Ductility; Composite beam-column connection
Dates:
  • Published: September 2018
  • Accepted: 28 February 2018
  • Published (online): 28 June 2018
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds)
Funding Information:
FunderGrant number
EPSRCEP/J021156/1
Depositing User: Symplectic Publications
Date Deposited: 05 Mar 2018 12:20
Last Modified: 29 Jun 2018 13:58
Status: Published
Publisher: American Society of Civil Engineers (ASCE)
Identification Number: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002124

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