Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns

The results of an experimental research study involving the testing of four bolted moment-resisting connections under simulated seismic loading conditions are presented. Each test specimen modeled the interior joint of a moment-resisting frame consisting of H-shaped steel beams and circular or squar...

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Veröffentlicht in:	Journal of constructional steel research 2009-08, Vol.65 (8), p.1644-1663
Hauptverfasser:	Wang, Jing-Feng, Han, Lin-Hai, Uy, Brian
Format:	Artikel
Sprache:	eng
Schlagworte:	Blind bolts Concrete-filled steel tubes Flush end plates Hysteretic behaviour Semi-rigid connections
Online-Zugang:	Volltext
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