Nozomi bridge : a hybrid structure of stress-ribbon deck and truss

It is well known that one drawback for stress-ribbon bridges can be that significant horizontal reactions at the abutment can be generated and that they have low flexural stiffness. The latter prevents them from being used as roadway bridges. A new hybrid structure of stress-ribbon deck and truss ha...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Structural concrete : journal of the FIB 2006-12, Vol.7 (4), p.145-157
Hauptverfasser: OGAWA, N, KAMIYA, Y, YOSHIKAWA, T, YU, G, TSUNOMOTO, M
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!