Numerical modelling of CFST column to I beam end plate joints-Reference-Cited by-同舟云学术

Numerical modelling of CFST column to I beam end plate joints

Published:2021-09 Issue:2-4 Volume:4 Page:989-994
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce papers

Author:

Boukhalkhal Said Hicham¹,Ihaddoudène A Nacer T¹,Costa‐Neves Luis F²,Madi Wafa¹,Vellasco Pedro CG³,Lima Luciano³

Affiliation:

1. Built Environment Research Laboratory ‐ Faculty of Civil Engineering University of Sciences & Technology Houari Boumediene of Algiers (USTHB) Algiers Algeria

2. INESCC, Civil Engineering Department University of Coimbra Portugal

3. Structural Engineering Department State University of Rio de Janeiro, UERJ Brazil

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1388

Reference18 articles.

1. Fadden M.;McCormick J.(2014)Finite element model of the cyclic bending behavior of hollow structural sections Journal of Constructional Steel Research 9464–75.

2. Comparative assessment of the design of tubular elements according to offshore design standards and Eurocode 3

3. Experimental and numerical assessment of RHS T-joints subjected to brace and chord axial forces

4. Wardenier J.;Dutta D.;Yeomans N.;Packer J. A.;Bucak O.(1995)Design Guide for Structural Hollow Sections in Mechanical Applications. CIDECT(ed.) T-V Rheinland Cologne.

5. Dynamic behavior of concrete filled steel tubular columns

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1. Stiffness of Loaded Face of Steel Rectangular Hollow Section Columns with and without Concrete Infill in Beam-column Endplate Connections;Periodica Polytechnica Civil Engineering;2024-05-13

2. Modern Methods for Modelling Bolted Joints at the Assembly Stage – A Systematic Review;Engineering World;2023-09-27