Modeling Spatially Unrestricted Pedestrian Traffic on Footbridges-Reference-Cited by-同舟云学术

Modeling Spatially Unrestricted Pedestrian Traffic on Footbridges

Published:2010-10 Issue:10 Volume:136 Page:1296-1308
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Živanović Stana¹²³,Pavić Aleksandar¹²³,Ingólfsson Einar Thór¹²³

Affiliation:

1. Assistant Professor, School of Engineering, Univ. of Warwick, Coventry CV4 7AL, U.K. (corresponding author).

2. Professor of Vibration Engineering, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Sheffield S1 3JD, U.K.

3. Research Student, Dept. of Civil Engineering, Technical Univ. of Denmark, 2800 Kgs. Lyngby, Denmark.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000226

Reference33 articles.

1. Barker C. and Mackenzie D. (2008). “Calibration of the UK National Annex.” Proc. 3rd Int. Conf. Footbridge 2008 Porto Portugal.

2. British Standards Institution (BSI). (2008). “UK National Annex to Eurocode 1: Actions on structures—Part 2: Traffic loads on bridges.” NA to BS EN 1991-2:2003 British Standards Institution.

3. Long span steel pedestrian bridge at Singapore Changi Airport—Part 2: Crowd loading tests and vibration mitigation measures;Brownjohn J. M. W.;Struct. Eng.,2004

4. A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking

5. Butz C. (2006). “Beitrag zur berechnung fußgängerinduzierte brückenschwingungen.” Ph.D. thesis Shaker Verlag Aachen (in German).

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