Numerical evaluation on shear behavior of irregular steel beam-to-CFST column connections-Reference-Cited by-同舟云学术

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Numerical evaluation on shear behavior of irregular steel beam-to-CFST column connections

Published:2018-09 Issue: Volume:148 Page:422-435
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Mou Ben,Li Xi,Bai Yongtao,He Baojie,Patel V.I.

Funder

China Postdoctoral Science Foundation

Shangdong Province Young and Middle-Aged Scientists Research Awards Fund

Innovation Fund for Post-doctor in Shandong Province

Qingdao Applied Research Funding

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference22 articles.

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

2. Analytical behavior of connections to concrete-filled steel tubes;Alostaz;J. Constr. Steel Res.,1996

3. Moment resistance of steel I-beam to CFT column connections;Chiew;J. Struct. Eng.,2001

4. Kang L, Leon R T, Lu X. Analyses of through-diaphragm connections to CFT columns. Composite Construction in Steel and Concrete VII, 62–76

5. Elastoplastic behavior of panel zone in steel beam-to-concrete filled steel tube column moment connections;Fukumoto;J. Struct. Eng.,2005

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