Experimental study on adaptive-passive tuned mass damper with variable stiffness for vertical human-induced vibration control

L Wang, S Nagarajaiah, Y Zhou, W Shi - Engineering Structures, 2023 - Elsevier
Serviceability problem and human-induced vibration control of slender footbridges are of
increasing interest to structural engineers. Passive tuned mass dampers (TMDs) have a …

Semi-active control of walking-induced vibrations in bridges using adaptive tuned mass damper considering human-structure-interaction

L Wang, S Nagarajaiah, W Shi, Y Zhou - Engineering Structures, 2021 - Elsevier
Tuned mass dampers (TMDs) are used to control pedestrian induced vibrations of
pedestrian bridges as traditional vibration control devices. A TMD can have a good control …

[HTML][HTML] Human-induced vibration serviceability: From dynamic load measurement towards the performance-based structural design

H Wang, Q Ge, D Zeng, Z Zhang, J Chen - Buildings, 2023 - mdpi.com
Since the well-known Millennium bridge accident happened at the beginning of this century,
both researchers and engineers realized that the human-induced vibration may lead to …

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 …

Optimal design of the ideal grounded tuned mass damper inerter for comfort performances improvement in footbridges with practical implementation considerations

M De Angelis, F Petrini… - Structural Control and …, 2021 - Wiley Online Library
The paper focuses on the optimal design of the grounded tuned mass damper inerter (TMDI)
in footbridges and on some practical implementation issues. An optimal design procedure is …

[HTML][HTML] Quantification of the human–structure interaction effect through full-scale dynamic testing: The Folke Bernadotte Bridge

D Colmenares, G Costa, M Civera, C Surace… - Structures, 2023 - Elsevier
An analytical expression for the frequency response function of a coupled pedestrian-bridge
system is presented and evaluated using an experimental measurement campaign …

Experimental validation of moving spring-mass-damper model for human-structure interaction in the presence of vertical vibration

E Ahmadi, C Caprani, S Živanović, A Heidarpour - Structures, 2021 - Elsevier
The interaction between structures and walking humans is an important factor in vibration
serviceability assessment of slender, lightweight, and low-dam** structures. When on …

Nonlinear rotational inertial double-tuned mass damper for reducing human-induced floor vibration with frequency detuning

P Wang, J Chen - Mechanical Systems and Signal Processing, 2022 - Elsevier
This study proposes a novel nonlinear rotational inertial double-tuned mass damper
(NRIDTMD), which introduces a cubic stiffness element into the inerter-based passive …