Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with narrow outer diaphragm and partial joint penetration welds-Reference-Cited by-同舟云学术

Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with narrow outer diaphragm and partial joint penetration welds

Published:2016-06-10 Issue:3 Volume:10 Page:333-344
ISSN:2095-2430
Container-title:Frontiers of Structural and Civil Engineering
language:en
Short-container-title:Front. Struct. Civ. Eng.

Author:

Quan Chunyan,Wang Wei,Zhou Jian,Wang Rong

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11709-016-0357-7.pdf

Reference12 articles.

1. Choi S M, Shin I B, Eom C H, Kim D K, Kim D J. Elasto?Plastic behavior of the beam to concrete filled circular steel column connections with external stiffener rings. In: Building for The 21st Century. Australia: Griffith University Gold Coast Campus, 1995

2. Shim J S, Han D J, Kim K S. An experimental study on the structural behaviors of H-shaped steel beam-to-concrete filled steel square tubular column connections. In: Building for The 21st Century. Australia: Griffith University Gold Coast Campus, 1995

3. Fujimoto T, Inai E, Kai M, Mori K, Mori O. Behavior of beam-tocolumn connection of CFT column system In the 12th WCEE 2000: the 12th World Conference on Earthquake Engineering. New Zealand: New Zealand National Society for Earthquake Engineering, 2000

4. Li X, Xiao Y, Wu Y T. Seismic behavior of exterior connections with steel beams bolted to CFT columns. Journal of Constructional Steel Research, 2009, (65): 1438–1446

5. Shin K J, Kim Y J, Oh Y S. Seismic behaviour of composite concrete-filled tube column-to-beam moment connections. Journal of Constructional Steel Research, 2008, (64): 118–127

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