Power Spectral-Density Model for Pedestrian Walking Load-Reference-Cited by-同舟云学术

Power Spectral-Density Model for Pedestrian Walking Load

Published:2019-02 Issue:2 Volume:145 Page:04018239
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen Jun¹,Wang Jinping²,Brownjohn James M. W.³

Affiliation:

1. Professor, College of Civil Engineering, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, P.R. China (corresponding author).

2. Research Student, College of Civil Engineering, Tongji Univ., Shanghai 200092, P.R. China.

3. Professor, Vibration Engineering Section, Univ. of Exeter, Exeter EX4 4QF, UK.

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.0002248

Reference43 articles.

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

2. Blanchard J. B. L. Davies and J. W. Smith. 1977. “Design criteria and analysis for dynamic loading of footbridges.” In Proc. DOE and DOT TRRL Symp. on Dynamic Behaviour of Bridges 90–106. Crowthorne UK: TRL.

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

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