Experimental study on seismic behaviour of thick-flange steel beam to square CFST column joints with internal diaphragms

Author:

Zhang Naizhou,Jiang Sheng,Chen Xiaoming,Bao Lianjin,Zhou Feng,Zhao Huatian,Shi Gang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference49 articles.

1. Design and construction of concrete-filled steel tube column system in Japan;Morino;Earthq Eng Eng Seismol,2003

2. Experimental study on the seismic behavior in the connection between CFRT column and steel beam;Lu;Struct Eng Mech,2000

3. Takemura H., Yamaguchi T., Ueda H., et al. Shear test of CFT beam-to-column connection panels with high-strength concrete. Part 1: Outline of Experimental. Summaries of technical papers of annual meeting of Architectural Institute of Japan 1999;C-1:1215–1216 (in Japanese). J-GLOBAL ID: 200902150568195993.

4. Murai N., Matsui C., Kawano A., et al. A test on connection panel behavior of H-shaped beams to CFT columns with high strength concrete. Summaries of technical papers of annual meeting of Architectural Institute of Japan 1999;C-1:1223–1224 (in Japanese). J-GLOBAL ID: 200902190306901651.

5. Elasto plastic behavior of panel zone of steel beam to concrete-filled square steel tubular column connection;Fukumoto;J Struct Constr Eng,2001

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