Review of pedestrian load models for vibration serviceability assessment of floor structures
Innovative design and technological advancements in the construction industry have
resulted in an increased use of large, slender and lightweight floors in contemporary office …
resulted in an increased use of large, slender and lightweight floors in contemporary office …
From mindless masses to small groups: conceptualizing collective behavior in crowd modeling
A Templeton, J Drury… - Review of General …, 2015 - journals.sagepub.com
Computer simulations are increasingly used to monitor and predict behavior at large crowd
events, such as mass gatherings, festivals and evacuations. We critically examine the crowd …
events, such as mass gatherings, festivals and evacuations. We critically examine the crowd …
Experimental and numerical study on adaptive-passive variable mass tuned mass damper
Abstract Tuned Mass Dampers (TMDs) are widely used in human-induced vibration control
of footbridges. When they are tuned to the footbridges' fundamental frequency, they have …
of footbridges. When they are tuned to the footbridges' fundamental frequency, they have …
Emergence of the London Millennium Bridge instability without synchronisation
The pedestrian-induced instability of the London Millennium Bridge is a widely used
example of Kuramoto synchronisation. Yet, reviewing observational, experimental, and …
example of Kuramoto synchronisation. Yet, reviewing observational, experimental, and …
Modelling framework for dynamic interaction between multiple pedestrians and vertical vibrations of footbridges
F Venuti, V Racic, A Corbetta - Journal of Sound and Vibration, 2016 - Elsevier
After 15 years of active research on the interaction between moving people and civil
engineering structures, there is still a lack of reliable models and adequate design …
engineering structures, there is still a lack of reliable models and adequate design …
Calibration of inverted pendulum pedestrian model for laterally oscillating bridges based on stepping behaviour
B Czaplewski, M Bocian, JHG Macdonald - Journal of Sound and Vibration, 2024 - Elsevier
Despite the problem of lateral excitation of bridges by walking pedestrians being intensively
studied for over two decades, there is currently no model which could quantitatively explain …
studied for over two decades, there is currently no model which could quantitatively explain …
Experimental calibration of a one degree of freedom biodynamic model to simulate human walking-structure interaction
MS Pfeil, WD Varela, NPA da Costa - Engineering Structures, 2022 - Elsevier
Human-structure interaction (HSI) is a key issue in the behavior of lightweight and low-
damping footbridges displaying vertical bending vibration mode frequency within the range …
damping footbridges displaying vertical bending vibration mode frequency within the range …
Eeklo footbridge: Benchmark dataset on pedestrian-induced vibrations
K Van Nimmen, J Van Hauwermeiren… - Journal of Bridge …, 2021 - ascelibrary.org
Vibration serviceability under crowd-induced loading has become a key design criterion for
footbridges. Although increased research efforts are put into the characterization of crowd …
footbridges. Although increased research efforts are put into the characterization of crowd …
[HTML][HTML] Structure-to-Human Interaction (H2SI): Pedestrian Response to Oscillating Footbridges and Considerations on Their Structural Control and Health Monitoring
This review paper investigates the current state of research on structure-to-human
interaction (S2HI) in the monitoring and control of cyclo-pedestrian footbridges, focusing …
interaction (S2HI) in the monitoring and control of cyclo-pedestrian footbridges, focusing …
A simplified method to account for human‐human interaction in the prediction of pedestrian‐induced vibrations
X Wei - Structural Control and Health Monitoring, 2021 - Wiley Online Library
Vibration serviceability under pedestrian‐induced loading is often the governing criterion for
slender footbridge design. During the design stage, the structural response is generally …
slender footbridge design. During the design stage, the structural response is generally …