London Millennium Bridge: Pedestrian-Induced Lateral Vibration-Reference-Cited by-同舟云学术

London Millennium Bridge: Pedestrian-Induced Lateral Vibration

Published:2001-12 Issue:6 Volume:6 Page:412-417
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Dallard Pat¹²³²¹,Fitzpatrick Tony¹²³²¹,Flint Anthony¹²³²¹,Low Angus¹²³²¹,Smith Roger Ridsdill¹²³²¹,Willford Michael¹²³²¹,Roche Mark¹²³²¹

Affiliation:

1. Assoc., Arup, 155 Avenue of the Americas, New York, NY 10013.

2. Dir., Arup, 155 Avenue of the Americas, New York, NY 10013.

3. Dir., Consultant, Flint & Neill Partnership, Dartmouth Street, London, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282001%296%3A6%28412%29

Reference5 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). ( 1997). Guide specification for design of pedestrian bridges Washington D.C.

2. British Standards Institution (BSI). ( 1978). “British Standard Specification for loads; Steel Concrete and Composite Bridges Part 2.” BS 5400 London.

3. European Committee for Standardization (CEN). ( 1995). “Design of timber structures DD ENV 1995-1-1.” Eurocode 5 Brussels.

4. Fujino Pacheco Nakamura and Warnitchai. ( 1993). “Synchronisation of human walking observed during lateral vibration of a congested pedestrian bridge.” Earthquake Engineering and Structural Dynamics Vol. 22 741–758.

5. Ontario Highway Bridge Design Code . (1983). Ministry of Transportation and Communications Highway Engineering Division Ontario.

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