Vibration Control of Footbridges Based on Local Resonance Band Gaps
Author:
Affiliation:
1. Postdoctoral, School of Transportation, Southeast Univ., 2 Sipailou, Nanjing 210096, China (corresponding author).
2. Professor, School of Transportation, Southeast Univ., 2 Sipailou, Nanjing 210096, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003454
Reference39 articles.
1. AFGC (Association Française de Génie Civil, Sétra). 2006. Sétra: Evaluation du comportement vibratoire des passerelles piétonnes sous l’action des piétons. Paris: AFGC.
2. Optimal design of the ideal grounded tuned mass damper inerter for comfort performances improvement in footbridges with practical implementation considerations
3. Bachmann, H., and A. Ammann. 1987. Vibrations in structures induced by man and machines. Zurich, Switzerland: International Association for Bridges and Structural Engineering.
4. Inertial amplification band-gap generation by coupling a levered mass with a locally resonant mass
5. Studies for controlling human-induced vibration of the Pedro e Inês footbridge, Portugal. Part 1: Assessment of dynamic behaviour
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