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Footbridge Vibration Design

Footbridge Vibration Design

Abstract

Introduction Chapter 1: Recommendations, guidelines and codes * European design guide for footbridge vibration, Christoph Heinemeyer, RWTH, Aachen, Germany * Calibration of the UK National Annex, David Mackenzie, Flint & Neill Partnership, UK * The influence of dynamics in footbridge design: North American practice, Theodor Zoli, HNTB, USA * Application of French guidelines in design, Pascal Charles, SETRA, France Chapter 2: Numerical and experimental and design tools * Footbridges, numerical approach, Krystof Zoltowsky, Gdansk University, Poland * Design for dynamic effects in long span footbridges, Angus Low, ARUP, UK * The role of dynamic testing in the design, construction and long-term monitoring of lively footbridges, Alvaro Cunha, FEUP, Portugal Chapter 3: Practical experience * The Simone de Beauvoir Footbridge in Paris. Experimental verification of the dynamic behaviour under pedestrian loads and discussion of corrective modifications, Xavier Cespedes, SETEC TPI, France * Crowd dynamic loading on footbridges, James Brownjohn, Univ. Sheffield, UK * Application of tuned mass dampers for bridge decks, Christian Meinhardt, GERB, Germany * Experience and practical considerations in the design of viscous damper, Philippe Duflot, Taylor Devices, USA

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Powered by OpenAIRE graph
Found an issue? Give us feedback
selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
16
Top 10%
Top 10%
Average
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