Using Full-Scale Observations on Footbridges to Estimate the Parameters Governing Human–Structure Interaction
Author:
Affiliation:
1. Dept. of Civil Engineering, Structural Mechanics, KU Leuven, Ghent 9000, Belgium (corresponding author). ORCID: .
2. Dept. of Civil Engineering, Structural Mechanics, KU Leuven, Ghent 9000, Belgium
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001975
Reference50 articles.
1. AFGC (Association Française de Génie Civil). 2006. Sétra: Evaluation du comportement vibratoire des passerelles piétonnes sous l’action des piétons (Assessment of vibrational behaviour of footbridges under pedestrian loading). AFGC-SÉTRA.
2. Influence of the random dynamic parameters of the human body on the dynamic characteristics of the coupled system of structure–crowd
3. A framework for quantification of human-structure interaction in vertical direction
4. ANSYS. 2007. Basic analysis guide ANSYS release 11.0. Canonsburg PA: ANSYS.
5. Analytical Solutions to H∞ and H2 Optimization of Dynamic Vibration Absorbers Attached to Damped Linear Systems
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