Evaluation of Design Guidelines for the Serviceability Assessment of Aluminum Pedestrian Bridges-Reference-Cited by-同舟云学术

Evaluation of Design Guidelines for the Serviceability Assessment of Aluminum Pedestrian Bridges

Published:2017-01 Issue:1 Volume:22 Page:04016109
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Dey P.¹,Narasimhan S.²^ORCID,Walbridge S.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil & Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1.

2. Associate Professor, Dept. of Civil & Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil & Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000983

Reference30 articles.

1. Design criterion for vibrations due to walking;Allen D. E.;AISC J.,1993

2. Vibration Problems in Structures

3. Blanchard J. Davies B. L. and Smith J. W. (1977). “Design criteria and analysis for dynamic loading of footbridges.” Proc. Symp. on Dynamic Behaviour of Bridges Transport and Road Research Laboratory Crowthorne Berkshire U.K.

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

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