Structural system identification based on variational mode decomposition

A Bagheri, OE Ozbulut, DK Harris - Journal of Sound and Vibration, 2018 - Elsevier
In this paper, a new structural identification method is proposed to identify the modal
properties of engineering structures based on dynamic response decomposition using the …

[HTML][HTML] Dynamic testing and analysis of the world's first metal 3D printed bridge

Z Wynne, C Buchanan, P Kyvelou, L Gardner… - Case Studies in …, 2022 - Elsevier
Abstract The MX3D Bridge is the world's first additively manufactured metal bridge. It is a
10.5 m-span footbridge, and its dynamic response is a key serviceability consideration. The …

Hybrid behaviors of RC metaslab combining bandgap and isolation for broadband vibration control

J Choi, T Hong, DE Lee, T Cho, HS Park - International Journal of …, 2024 - Elsevier
In this study, a novel method is introduced, integrating the principles of the local resonance
bandgap (LRBG) with vibration isolation techniques to achieve broadband flexural vibration …

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 …

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 …

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 …

[HTML][HTML] Structure-to-Human Interaction (H2SI): Pedestrian Response to Oscillating Footbridges and Considerations on Their Structural Control and Health Monitoring

A Caloni, M Morfino, M Civera, C Surace - Infrastructures, 2025 - mdpi.com
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 …

[HTML][HTML] Modal properties identification of a novel sandwich footbridge–Comparison of measured dynamic response and FEA

J Chróścielewski, M Miśkiewicz, Ł Pyrzowski… - Composites Part B …, 2018 - Elsevier
A modern sandwich composite footbridge made of high-tech materials, being an example of
practical application of laminated composites in civil engineering, is presented. The in situ …

Dynamic testing and numerical simulation of human-induced vibration of cantilevered floor with tuned mass dampers

K Liu, L Liu, Q Zhu, Y Liu, F Zhou - Structures, 2021 - Elsevier
The vibration control of a cantilevered floor with tuned mass dampers (TMDs) was
investigated using dynamic testing and numerical simulation methods to better satisfy the …

Reliability of field experiments, analytical methods and pedestrian's perception scales for the vibration serviceability assessment of an in-service glass walkway

C Bedon, M Fasan - Applied Sciences, 2019 - mdpi.com
The vibration performance of pedestrian structures attracts the attention of several studies,
especially with respect to unfavorable operational conditions or possible damage scenarios …