Results 11 to 20 of about 3,845,868 (264)

Effects of Vertical Ground Motion on Pedestrian-Induced Vibrations of Footbridges: Numerical Analysis and Machine Learning-Based Prediction

open access: yesBuildings, 2022
Current codes and guidelines for the dynamic design of footbridges often only specify the pedestrian-induced excitations. However, earthquakes may occur during the passing stage of pedestrians in earthquake-prone regions.
Xinxin Wei, Bo Fu, Wenyan Wu, Xinrui Liu
doaj   +2 more sources

Quantification of Dynamic Excitation Potential of Pedestrian Population Crossing Footbridges [PDF]

open access: yesShock and Vibration, 2011
Due to their slenderness, many modern footbridges may vibrate significantly under pedestrian traffic. Consequently, the vibration serviceability of these structures under human-induced dynamic loading is becoming their governing design criterion.
Stana Žcaronivanović   +1 more
doaj   +2 more sources

Vibrational performance of pedestrian bridges due to human-induced loads. [PDF]

open access: yes, 1997
The vibrational performance of footbridges due to human-induced loads has been investigated, based on modal and pedestrian tests carried out on three prototype footbridges.
Pimentel, Roberto Leal
core   +6 more sources

MODELLING OF PEDESTRIAN-INDUCED LOAD IN SERVICEABILITY LIMIT STATE ANALYSIS OF FOOTBRIDGES

open access: yesFacta Universitatis. Series: Architecture and Civil Engineering, 2022
The last few decades new trends in the design of pedestrian bridges have resulted in lighter and more slender structures. This leads to a reduction in natural frequencies and increased flexibility, and thus a greater possibility for structures to become ...
Marija Spasojević Šurdilović   +3 more
doaj   +1 more source

Shear Lag Effects on Pedestrian-Induced Vibration and TMD-Based Vibration Control of Footbridges [PDF]

open access: yesStructural Engineering International, 2022
The shear lag effect (SLE) is one of the vital mechanical characteristics of structures with thin-walled box sections. While most existing studies of the SLE focus on the static response of footbridges, pedestrian-induced vibration deserves more attention since it represents the actual response of footbridges during their practical service process.
Fu, Bo   +3 more
openaire   +3 more sources

Parameter Calibration of a Social Force Model for the Crowd-Induced Vibrations of Footbridges

open access: yesFrontiers in Built Environment, 2021
A reliable prediction of the human-induced vibrations of footbridges relies on an accurate representation of the pedestrian excitation for different loading scenario. Particularly, the modeling of crowd-induced dynamic loading is a critical issue for the
Elisa Bassoli, Loris Vincenzi
doaj   +1 more source

Identification of Dynamic Parameters of Pedestrian Walking Model Based on a Coupled Pedestrian–Structure System

open access: yesApplied Sciences, 2021
As human occupancy has an enormous effect on the dynamics of light, flexible, large-span, low-damping structures, which are sensitive to human-induced vibrations, it is essential to investigate the effects of pedestrian–structure interaction.
Huiqi Liang   +4 more
doaj   +1 more source

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   +4 more
doaj   +1 more source

Optimal actuator placement for control of vibrations induced by pedestrian-bridge interactions

open access: yesMathematics in Applied Sciences and Engineering, 2023
In this paper, an optimal actuator placement problem, with a linear wave equation as the constraint, is considered. In particular, this work presents the framework for finding the best location of actuators depending upon the given initial conditions ...
Martin Arop   +3 more
doaj   +1 more source

Modeling spatially unrestricted pedestrian traffic on footbridges [PDF]

open access: yes, 2010
The research into modeling walking-induced dynamic loading and its effects on footbridge structures and people using them has been intensified in the past decade after some high profile vibration serviceability failures.
Pavić, Aleksandar   +2 more
core   +1 more source

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