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Mar 1, 2007

Kinematics of Movable Bridges

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Publication: Journal of Bridge Engineering
Volume 12, Issue 2

Abstract

The majority of all built movable bridges can be grouped into one of the following three structural systems: Bascule bridges, swing bridges, and lift bridges. Many examples for each of these three types of bridges exist and have been documented in the existing literature. The kinematics of these three traditional bridge systems are simple at first sight but nevertheless are important for conceptual design and calculation. Moreover, some recently built or proposed movable pedestrian bridges in Europe differ distinctly from the three aforementioned traditional types of movable bridges. A range of these new ideas is presented here in the context of their kinematic behavior. The writers believe that the understanding of kinematic principles, which are applied regularly in other engineering disciplines, will assist with the development of further new ideas for movable bridges. This paper endeavours to present some such principles and illustrate the application to the given topic.

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Acknowledgments

Project details of the mentioned recent movable bridges are listed in Table 1. The writers would like to thank the following persons and firms for their generous support, provision of photographs, and encouragement in the compilation of this paper: Schlaich, Bergermann and Partners (SBP), Wilkinson and Eyre Architects, and Nik Nikmengjaj.
Table 1. Project Details of the Mentioned Recent Projects
BridgeBuiltDesign
Bascule Bridges
Aguesse Bridge2000Engineering Office Greisch
Swing Bridges
El Ferdan Bridge2001Krupp Bau Hannover
Novi Sad Friendship BridgeBuro Happold
Viareggio BridgeZordan, Briseghella
Limeklin Dock Footbridge1996Anthony Hunt Associates
Lift Bridges
Saltina Lift Bridge1997IAG Saltinabrücke
Others
Folding Bridge KielSchlaich, Bergermann and Partners
Inner Harbor Bridge, Duisburg1999Schlaich, Bergermann and Partners
Gateshead Bridge2000Wilkinsons and Eyre
LundrimNik Nikmengajaj
Paddington Basin Rolling Bridge2004Thomas Heatherwick

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 12Issue 2March 2007
Pages: 147 - 153

History

Received: Nov 16, 2004
Accepted: Dec 14, 2005
Published online: Mar 1, 2007
Published in print: Mar 2007

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Authors

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Markus Wallner
Dr.Eng., Institute for Structural Design, Graz Univ. of Technology, Technikerstrasse 4–IV, A-8010 Graz, Austria. E-mail [email protected]
Martin Pircher, Ph.D.
Centre for Construction Technology and Research, Univ. of Western Sydney, Locked Bag 1797, Penrith South DC, NSW 1797, Australia. E-mail: [email protected]

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