Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions-Reference-Cited by-同舟云学术

Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions

Published:2016-04-04 Issue:12 Volume:12 Page:1650-1660
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Tubino Federica,Piccardo Giuseppe

Funder

Italian Ministry of Education, Universities and Research

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/15732479.2016.1157610

Reference29 articles.

1. Influence of the random dynamic parameters of the human body on the dynamic characteristics of the coupled system of structure–crowd

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

3. Application of the pseudo-excitation method to assessment of walking variability on footbridge vibration

4. Enhancement factors for the vertical response of footbridges subjected to stochastic crowd loading

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