Dynamic Analysis of Bridge-Approach Embankment Transition Segment

Dynamic responses of coupled system were analyzed when the speed of train was 350km/h and the transition was filled with graded broken stones mixed 5% cement. Results indicate that setting form of bridge-approach embankment section has little effect on dynamic responses, thus designers can choose it...

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Veröffentlicht in:	Applied Mechanics and Materials 2012-11, Vol.238, p.719-722
Hauptverfasser:	Li, Zhen Xia, Chen, Yuan Zhao
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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