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Structural behaviour of stainless steel double extended end-plate beam-to-column joints under monotonic loading

  • Published:2020-06 Issue: Volume:151 Page:106743
  • ISSN:0263-8231
  • Container-title:Thin-Walled Structures
  • language:en
  • Short-container-title:Thin-Walled Structures

Author:

Gao J.D.,Yuan H.X.,Du X.X.,Hu X.B.,Theofanous M.

Funder

Natural Science Foundation of Hubei Province

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. High strength bolted moment connections;Douty;J. Struct. Div. ASCE,1965

2. A design method for the tension side of statically loaded, bolted beam-to-column connections;Zoetemeijer;Heron,1974

3. Classification system for beam-to-column connections;Bjorhovde;J. Struct. Eng. ASCE,1990

4. The Stiffness Model of Revised Annex J of Eurocode 3. Connections in Steel Structures III;Weynand,1996

5. Design of Steel Structures – Part 1.8: Design of Joints,2005
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