Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements-Reference-Cited by-同舟云学术

Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements

Published:2001-09 Issue:9 Volume:23 Page:1194-1201
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Kang Chang-Hoon,Shin Kyung-Jae,Oh Young-Suk,Moon Tae-Sup

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference10 articles.

1. Zhang H, Ricles J. An analysis study of seismic resistant CFT MRFs. Research Report, Bethem, PA, Lehigh University, 1996.

2. Ricles JM, Lu LW, Peng SW. Seismic behavior of concrete filled tube column-to-WF steel beam moment connections. In: Proceedings of Behavior of Steel Structures in Seismic Areas, Kyoto, Japan, STESSA 97, 1997:640–7

3. Rigid framing connections for the tubular column;Groux;Can. J. Civ. Eng.,1977

4. W-shape beam to RHS column connections;Dawe;Can. J. Civ. Eng.,1990

5. Use of external T-stiffeners in box-column to beam connections;Lee;J. Construct. Steel Res.,1993

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