Main features used in Lange Wapper Bridge
- Construction stage analysis
- Cable tension optimization
- Vehicle load optimization
Project Information
- Owner
- City of Antwerp, Flemish Government
- General Contractor
- BESIX / CFE / VINCI Concessions / Victor Buyck Steel Construction N.V
- Engineering Consultant
- TUDelft / C +E
- Construction Period
- Completed in 2012
- Type of Project
- Cable-stayed Bridge
- Size of Structure
- 600m Main Span, 1.5km Total Length
- Location
- Antwerp, Belgium
- Used Product
MDIAS CIVIL
- Result
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The bridge has two asymmetrically inclined pylons and a unique horizontally curved doubledeck. The use of an inclined pylon form and a high deck bending stiffness, which is different from classic cable-stayed bridge design, was questioned but it was concluded that it showed the same mechanical behavior as a classic cable-stayed bridge.
Project Contact
- Engineering Consultant
- TUDelft
- Address
- Stevinweg 1, 2628 CN Delft, Nederland
- Introduction
- TUDelft cooperates with many other educational and research institutions, both in the Netherlands and abroad. The high quality of their research and teaching is renowned. TU Delft has numerous contacts with governments, trade associations, consultancies, industry and small and medium-sized companies.
- Website
- https://www.tudelft.nl
- www.tudelft.nl
