Ultimate Behavior of Steel and CFT Piers in Two-Span Continuous Elevated-Girder Bridge Models Tested by Shake-Table Excitations

AbstractBidirectional shake-table tests were performed on two types of relatively large two-span continuous elevated-girder bridge models. One was supported on thin-walled hollow steel (HT) piers, and the other was supported on concrete-filled tubular (CFT) piers. The CFT piers were made by filling...

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Veröffentlicht in:	Journal of bridge engineering 2017-05, Vol.22 (5)
Hauptverfasser:	Goto, Yoshiaki, Ebisawa, Takemasa, Obata, Makoto, Li, Jianzhong, Xu, Yan
Format:	Artikel
Sprache:	eng
Schlagworte:	Acceleration Bidirectional Bridge piers Columns (structural) Continuous bridges Girder bridges Heat treatment Shake table tests Technical Papers
Online-Zugang:	Volltext
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