Experimental investigation on shear behavior of steel beam-to-CFST column connections with irregular panel zone

Author:

Mou Ben,Bai Yongtao

Funder

China Postdoctoral Science Foundation

Shandong Province and Middle-Aged Scientists Research Awards

Innovation Fund for Post-doctor in Shandong Province

Qingdao Applied Research Funding

Natural Science Funding of Shaanxi Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference28 articles.

1. The elasto-plastic behaviour of joint panels at the connection of rectangular steel column and two H-shaped beams with different depth;Kuwahara;J Struct Constr Eng AIJ,2000

2. Experimental study on seismic behavior of abnormal joints in large-scale power plant steel structures;Xue;J Build Struct,2011

3. Experimental study on seismic behavior of irregular panel zone with different beam depths of steel frame connected with a strengthened external diaphragm;Weining;Earthq Eng Eng Dyn,2014

4. Matsui C. Local buckling of concrete filled steel square tubular columns[C]//Symposium papers, international association for bridge and structural engineering conference, Luxembourg 1993;1993:269–76.

5. Yokoyama Y, Morita K, Kawamata Y, et al. Structural behaviors of steel-beam to concrete-filled square tube column connections reinforced with inner ring stiffener. Proceedings of the third ASCCS international conference on steel-concrete composite structures; 1991. p. 165–70.

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