In situ and Model Tests and Numerical Analysis of a Curved Cable-Stayed Bridge

Author:

Broquet Claude1,Brühwiler Eugen1

Affiliation:

1. Swiss Federal Institute of Technology, Lausanne, Switzerland

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference4 articles.

1. WÜST, P.; DÄNIKER, J. Rhine Bridge N4, Schafthausen In: Prestressed Concrete in Switzerland 1990-94. Report of the Swiss FIP Group for the 12th FIP Congress. Washington, DC, USA, 1994, pp. 54–58.

2. WALTHER, R.; KLEIN, J.F.; BROQUET, C. Curved cable-slaved bridge in Sclwffhausen: experimental study on a 1/20 scale model. In: Prestressed Concrete in Switzerland 1990-94. Report of the Swiss FIP Group for the 12th FIP Congress. Washington, DC, USA, 1994, pp. 38–42.

3. BÜRDET, O.; CORTHAY. S.; FAVRE. R. Rhine Bridge N4: Static and dynamic tests. Test Report No 92.05.06. IBAP - Institute for Concrete Structures. Department of Civil Engineering, Swiss Fed. Inst, of Technology Lausanne (EPFL). Switzerland, 1996, 29p, (in French).

4. DE SMET, C.A.M.; FELBER. A.J.; CANTIENI. R.; KRÄMER. C. Ambient vibration study of the new Rhine Bridge for Highway N4. Proceedings of the 14th International Modal Analysis Conference. Dearborn, ML, 1996, pp. 63–69.

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