Vibration serviceability of footbridges under human-induced excitation: a literature review

S Živanović, A Pavic, P Reynolds - Journal of sound and vibration, 2005 - Elsevier
Increasing strength of new structural materials and longer spans of new footbridges,
accompanied with aesthetic requirements for greater slenderness, are resulting in more …

A review of human induced vibrations on footbridges

C Maraveas, Z Fasoulakis… - American Journal of …, 2015 - openaccess.city.ac.uk
An extensive literature review of human induced vibrations that flexible footbridges
experience is addressed in this study. Qualitative information is comprehensively included …

[PDF][PDF] Design of Leightweight footbridges for human induced vibrations

C Heinemeyer, C Butz, A Keil, M Schlaich, A Goldack… - 2009 - repositorio-aberto.up.pt
Vibrations are an issue of increasing importance in current footbridge design practice. More
sophisticated bridges (such as cable supported or stress ribbon footbridges) with increasing …

Semiactive tuned mass damper for floor vibration control

M Setareh, JK Ritchey, TM Murray, JH Koo… - Journal of structural …, 2007 - ascelibrary.org
A semiactive magnetorheological device is used in a pendulum tuned mass damper (PTMD)
system to control the excessive vibrations of building floors. This device is called semiactive …

Use of semi-active tuned mass dampers to control footbridges subjected to synchronous lateral excitation

F Ferreira, C Moutinho, Á Cunha, E Caetano - Journal of Sound and …, 2019 - Elsevier
Tuned mass dampers (TMDs) have been an extensively used technology to control
harmonic induced vibrations. These devices have been successfully employed in a wide …

Optimum design of a controlled cable-stayed footbridge subject to a running event using semiactive and passive mass dampers

F Ferreira, L Simões - Journal of performance of constructed …, 2019 - ascelibrary.org
Pedestrian-induced actions cause high vibration amplitudes in flexible and lightweight
structures such as cable-stayed bridges. The high vibrational response is considered a …

Formulating the optimum parameters of modified hanger system in the cable-arch bridge to restrain force fluctuation and overstressing problems

S Farahmand-Tabar, M Barghian - Journal of the Brazilian Society of …, 2020 - Springer
Inclined hangers behave better than vertical ones under lateral loads (ie, wind or
earthquake) despite they are prone to fatigue phenomenon. In some instances, the …

Controlo de vibrações em estruturas de engenharia civil

CMR Moutinho - 2007 - repositorio-aberto.up.pt
RESUMO Muitas estruturas de Engenharia Civil têm problemas de vibrações excessivas
originados pela actuação de diversas acções dinâmicas de carácter periódico ou transiente …

[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 …

Aktive Schwingungskontrolle einer Spannbandbrücke mit pneumatischen Aktuatoren

A Bleicher - Bautechnik, 2012 - Wiley Online Library
Abstract Neue Materialien und Technologien erlauben nicht nur Entwurf und Konstruktion
ultraleichter und schlanker, sondern auch nachhaltiger Brücken. Mit dem höchstfesten …