WUF-W connection performance to box column subjected to uniaxial and biaxial loading

The prequalified connections presented in AISC are limited to the connections of the I beam to wide flange columns. It is necessary to investigate the seismic performance of the prequalified connections to the box column, which has a very low strength and stiffness panel zone in contrast with the wi...

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Veröffentlicht in:	Journal of constructional steel research 2013-09, Vol.88, p.90-108
Hauptverfasser:	Saneei Nia, Z., Ghassemieh, M., Mazroi, A.
Format:	Artikel
Sprache:	eng
Schlagworte:	Biaxial loading Box column Fatigue (materials) Flanges H beams I beams Joints Mathematical analysis Panels Prequalified connections Seismic performance Seismic response Special moment frame WUF-W connection
Online-Zugang:	Volltext
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