Dynamic Amplification of Pier Column Internal Forces Due to Barge–Bridge Collision

In the United States, bridge design provisions for waterway vessel collision typically involve static application of code-prescribed impact loads. However, results from full-scale experimental impact tests have revealed that significant mass-related inertial forces can develop in affected piers beca...

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Veröffentlicht in:	Transportation research record 2010-01, Vol.2172 (1), p.11-22
Hauptverfasser:	Davidson, Michael T., Consolazio, Gary R., Getter, Daniel J.
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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