The Lateral Dynamic Stability of Stockton Infinity Footbridge Using Complex Modes-Reference-Cited by-同舟云学术

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The Lateral Dynamic Stability of Stockton Infinity Footbridge Using Complex Modes

Published:2012-11 Issue:4 Volume:22 Page:545-551
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

McRobie Allan¹,Winslow Peter²

Affiliation:

1. Cambridge University, Cambridge, UK

2. Expedition Engineering Ltd, London, UK Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686612X13363929518108

Reference3 articles.

1. Meirovitch L. Elements of Vibration Analysis. McGraw Hill: New York, 1986.

2. Simiu E, Scanlan R. Wind Effects on Structures. Wiley: New York, 1996.

3. GERB Engineering GmbH, Measuring Report - Northshore Footbridge, Stockton on Tees, Essen, Germany, 2009.

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Vibration Reduction Using Tuned Mass Dampers in Composite Steel Box Girder Footbridge with Self-Anchored Suspension;International Journal of Structural Stability and Dynamics;2021-04-29

2. Automated synthesis of controlled cable-stayed footbridges with S-shaped deck;Advances in Engineering Software;2020-11

3. Least Cost Design of Curved Cable-Stayed Footbridges with Control Devices;Structures;2019-06

4. Optimum Design of a Controlled Cable-Stayed Footbridge Subject to a Running Event Using Semiactive and Passive Mass Dampers;Journal of Performance of Constructed Facilities;2019-06

5. Use of semi-active tuned mass dampers to control footbridges subjected to synchronous lateral excitation;Journal of Sound and Vibration;2019-04

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