Bidirectional seismic performance of steel beam to circular tubular column connections with outer diaphragm
Author:
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.1070/fullpdf
Reference13 articles.
1. Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements;Kang;Engineering Structures,2001
2. Inelastic force-deformation response of joint shear panels in beam-column moment connections to concrete-filled tubes;Nishiyama;Journal of Structural Engineering,2004
3. Moment connections to circular concrete filled steel tube columns;Azizinamini;Journal of Structural Engineering,2004
4. Elastoplastic behavior of panel zone in steel beam-to-concrete filled steel tube column moment connections;Fukumoto;Journal of Structural Engineering,2005
5. Seismic behavior of bidirectional bolted connections for CFT columns and H-beams;Wu;Engineering Structures,2007
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