Footbridge vibration design. (2009)

• Record Type: Book
• Further Information: Note: Editors, Elsa Caetano ... [et al.].
• Other Names: Caetano, Elsa de Sá, 1965-
• Contents: 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, Fran ce 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, Álvaro 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
• Publisher Details: Place of publication not identified : CRC Press
• Publication Date: 2009
• Extent: 1 online resource (202 pages)
• Subjects: 624.25; Footbridges -- Design and construction; Bridges -- Vibration
• Languages: English
• ISBNs: 9781482266511; 1482266512
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.