Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A structural articulation method for assessing railway bridges subject to dynamic impact loading from track irregularities
A structural articulation method for assessing railway bridges subject to dynamic impact loading from track irregularities
A structural articulation method for assessing railway bridges subject to dynamic impact loading from track irregularities
Die Structural Articulation Methode fuer die Beurteilung von Eisenbahnbruecken unter dynamischer Belastung durch Unregelmaessigkeiten der Schienen.
Gu,G. (Autor:in) / Lilley,D.M. (Autor:in) / Franklin,F.J. (Autor:in) / Univ.of Newcastle upon Tyne,GB / Charles Darwin Univ.,AU
Veh.Syst.Dyn. ; 48
2010
19 pages
Veh.Syst.Dyn.;48(2010)10 ;1077-1095
Aufsatz (Zeitschrift)
Englisch
Structural behaviour of railway track subject to transient loading
British Library Conference Proceedings | 2001
|Random Field Modeling of Railway Track Irregularities
Online Contents | 1997
|Random Field Modeling of Railway Track Irregularities
Online Contents | 1995
|Impact study of cable-stayed railway bridges with random rail irregularities
Online Contents | 2002
|Dynamic Response of Double-Track Railway Bridges
British Library Conference Proceedings | 2002
|