The effect of shear deformations in floorbeams on the moment distribution in orthotropic plated bridge decks

Author:

Corte Wouter De,Bogaert Philippe Van

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Gauger H.-U., Oxfort J.. Erweiterung der Berechnung von Stahlfahrbahnen mit torsionssteifen Längsträgern für die Brückenklasse 60/30. Der Stahlbau 12/1983. 1983, p. 353–58

2. Graße W., Anke J.. Berechnung von Stahlfahrbahnen mit torsionssteifen Längsrippen für die Brückenklasse 30/30. Stahlbau 68. Heft 8. 1999, p. 666–74

3. Pelikan W., Esslinger M.. Die Stahlfahrbahn–Berechnung und Konstruktion. M.A.N. Forschungsheft, No. 7 1957

4. Wolchuk R.. Design manual for orthotropic steel plate deck bridges. AISC. 1963

5. Troitsky MS. Orthotropic bridges: Theory and design. Second printing. Cleveland (OH); 1968

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