[HTML][HTML] A frequency-domain procedure to design TMDs for lively pedestrian structures considering Human–Structure Interaction

C Gallegos-Calderón, CMC Renedo, MDG Pulido… - Structures, 2022 - Elsevier
The use of advanced low-density high-strength materials, such as Fibre Reinforced
Polymers (FRPs) or aluminium alloys, has enabled to construct lightweight and slender …

[HTML][HTML] A frequency-domain approach to model vertical crowd-structure interaction in lightweight footbridges

C Gallegos-Calderón, J Naranjo-Pérez… - Journal of Sound and …, 2023 - Elsevier
Load models that account for Human-Structure Interaction (HSI) may be preferable to
accurately predict the dynamic response of lightweight footbridges subjected to pedestrian …

Vertical vibrations of footbridges due to group loading: Effect of pedestrian–structure interaction

P Hawryszków, R Pimentel, R Silva, F Silva - Applied Sciences, 2021 - mdpi.com
Featured Application Improvement of procedures for the vibration serviceability of
footbridges in the vertical direction by taking into account the presence of pedestrians as …

Vibration serviceability assessment of ribbon-shaped large-span footbridge at high altitudes under wind-pedestrians coupling effects

X Chen, X Geng, W Fu, L Tan, J Guan, T Liu - Structures, 2024 - Elsevier
Large-span footbridges have low structural stiffness, light deadweight and small damping
and thus are prone to significant vibration under the wind-pedestrian coupling effect. Fast …

Vertical Crowd–Structure Interaction Modeling: Numerical and Experimental Assessment of a Cable-Stayed Footbridge

J Naranjo-Pérez, C Gallegos-Calderón… - Journal of Bridge …, 2024 - ascelibrary.org
Low-damped lightweight footbridges usually present excessive human-induced vibrations.
Hence, several experimental and numerical studies have been conducted over the years to …

Vibration serviceability assessment of pedestrian bridges based on comfort level

P Feng, Z Wang, F Jin, S Zhu - Journal of Performance of …, 2019 - ascelibrary.org
The comfort of pedestrians on a footbridge is a rather complex problem that has been
discussed for a long time. Vibration acceleration is generally accepted as the main …

[图书][B] Insights and Innovations in Structural Engineering, Mechanics and Computation: Proceedings of the Sixth International Conference on Structural Engineering …

A Zingoni - 2016 - taylorfrancis.com
Insights and Innovations in Structural Engineering, Mechanics and Computation comprises
360 papers that were presented at the Sixth International Conference on Structural …

Assessment of the dynamic structural behaviour of footbridges based on experimental monitoring and numerical analysis

GL Debona, JGS SILVA - Revista IBRACON de Estruturas e Materiais, 2020 - SciELO Brasil
This research work aims to investigate the dynamic structural behaviour and assess the
human comfort of footbridges, when subjected to pedestrian walking, based on experimental …

Dynamic Response of a Controlled FRP Footbridge: Implications of Human-Structure Interaction Phenomenon

IM Díaz, C Gallegos-Calderón, J Naranjo-Pérez… - … Vibration Analysis for …, 2023 - Springer
Abstract Human-Structure Interaction (HSI) has proven to play an important role on the
dynamic response of Fibre Reinforced Polymer (FRP) footbridges due to the lightweight …

Dynamic Response of a Controlled FRP Footbridge: Implications of Human-Structure Interaction Phenomenon

C Barrera-Vargas - Experimental Vibration Analysis for Civil …, 2023 - books.google.com
Human-Structure Interaction (HSI) has proven to play an important role on the dynamic
response of Fibre Reinforced Polymer (FRP) footbridges due to the lightweight nature of …