Results 11 to 20 of about 4,575 (218)

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

open access: yesInfrastructures
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 specifically on the biodynamic effects of oscillations on pedestrians.
Aurora Caloni   +3 more
doaj   +2 more sources

Measured Dynamic Properties for FRP Footbridges and Their Critical Comparison Against Structures Made of Conventional Construction Materials

open access: yesComposite Structures, 2019
The related paper reports new experimental data for dynamic properties (i.e. modal mass, natural frequency and damping ratio) of eight FRP composite footbridges in Europe, which helps to resolve the weakness in knowledge and understanding of dynamic ...
Justin Russell   +2 more
exaly   +2 more sources

Experimental Tests and Numerical Analyses for the Dynamic Characterization of a Steel and Wooden Cable-Stayed Footbridge

open access: yesInfrastructures, 2023
Vibrations are an issue of increasing importance in current footbridge design practice. More sophisticated footbridges with increasing spans and more effective construction materials result in lightweight structures and a high ratio of live load to dead ...
Vanni Nicoletti   +2 more
exaly   +3 more sources

Uncertainty-Based Approaches for the Lateral Vibration Serviceability Assessment of Slender Footbridges

open access: yesStructures, 2021
Slender footbridges with long spans and light materials may lead to serviceability problems in lateral vibrations due to walking pedestrians. The phenomenon, known as the “lock-in effect” occurs when the number of pedestrians on the footbridge reaches ...
Ivan M Diaz   +2 more
exaly   +2 more sources

Effect of Vinyl Flooring on the Modal Properties of a Steel Footbridge

open access: yesApplied Sciences (Switzerland), 2019
Damping ratios associated with non-structural elements play an important role in mitigating the pedestrian-induced vibrations of slender footbridges.
Andrés Sáez   +2 more
exaly   +3 more sources

Assessment of the Lateral Vibration Serviceability Limit State of Slender Footbridges Including the Postlock-in Behaviour

open access: yesApplied Sciences, 2020
The lateral vibration serviceability of slender footbridges has been the subject of many studies over the last few decades. However, in spite of the large amount of research, a common criterion has not been set yet.
Rocío G. Cuevas   +3 more
doaj   +2 more sources

An Intercept Survey of the Use and Non-Use of Footbridges in Ghana

open access: yesCase Studies on Transport Policy, 2022
Anthony Baffour Appiah   +2 more
exaly   +2 more sources

FRP bridges in Poland: state of practice [PDF]

open access: yesArchives of Civil Engineering, 2021
The state of the art in the field of composite polymer bridges in Poland is presented below. Such bridges were built from 1999. Some of them are fully composite polymer structure. Others are developed as hybrid structure. There are two kind of structures:
Tomasz Siwowski   +3 more
doaj   +1 more source

Road safety benefits and challenges associated with pedestrian footbridge patronage along the Madina-Adenta highway

open access: yesUrban, Planning and Transport Research, 2023
Pedestrian fatalities constitute a fourth of all road deaths in Ghana. Footbridges are recent countermeasures deployed to improve pedestrians’ safety in Ghana.
James Damsere-Derry   +1 more
doaj   +1 more source

Evaluation of the Equivalent Moving Force Model for Lightweight Aluminum Footbridges in Simulating the Bridge Response under a Single-Pedestrian Walking Load

open access: yesEngineering Proceedings, 2023
Due to its high strength-to-weight ratio, corrosion resistance, extrudability, and recyclability, there is a growing demand for the use of aluminum for sustainable bridge constructions, especially for footbridges.
Elyar Ghaffarian Dallali, Pampa Dey
doaj   +1 more source

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