Post-limit stiffness and ductility of end-plate beam-to-column steel joints-Reference-Cited by-同舟云学术

Post-limit stiffness and ductility of end-plate beam-to-column steel joints

Published:2002-03 Issue:5-6 Volume:80 Page:515-531
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Simões da Silva L.,Santiago Aldina,Vila Real Paulo

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference19 articles.

1. Database for the semi-rigid behaviour of beam-to-column connections in seismic regions;Cruz;J. Construct. Steel Res.,1998

2. CEN. Eurocode 3, ENV-1993-1-1, Revised Annex J, Design of Steel Structures, CEN, European Committee for Standardization, Document CEN/TC 250/SC 3-N 419 E, Brussels, 1998

3. CEN. Eurocode 3, prEN-1993-1-8: 20xx, Part 1.8: Design of Joints, Eurocode 3: Design of Steel Structures, Draft 2 Rev., 6 December 2000, CEN, European Committee for Standardization, Brussels, 2000

4. Structural steel semirigid connections: theory, design and software;Faella,2000

5. Semi-rigid connections T-stub model;Gebbeken,1997

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