journal article
Two bridges with composite prestressed tension chord
the bridges over the river Capriasca (1996) and over the river Ticino (1997) are characterised by the application of an innovative structural system. The central part of the main span of both bridges is constituted by the bridge concrete deck with two longitudinal stiffening girders, constituted by polygonal steel members that contain two prestressing tendons each.
Type
journal article
Author(s)
Date Issued
2002
Published in
Start page
72
End page
75
Subjects
Note
In: fib-CH, Structural Concrete in Switzerland (2002), p.72-75 Osaka, Japan
Editorial or Peer reviewed
NON-REVIEWED
Written at
EPFL
EPFL units
Available on Infoscience
October 18, 2007
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