Vibration mechanisms and controls of long-span bridges: a review
Y Fujino, D Siringoringo - Structural Engineering International, 2013 - Taylor & Francis
Dynamic performance is an important consideration in long-span bridge design. Owing to its
flexibility and low damping, various types of vibration from different sources of excitation …
flexibility and low damping, various types of vibration from different sources of excitation …
[HTML][HTML] Structural health monitoring of timber bridges–A review
Studies on structural health monitoring of timber bridges are limited. The unique
characteristics of timber, such as anisotropy, hygroscopicity, and high variability under …
characteristics of timber, such as anisotropy, hygroscopicity, and high variability under …
Formulation of human–structure interaction system models for vertical vibration
CC Caprani, E Ahmadi - Journal of Sound and Vibration, 2016 - Elsevier
In this paper, human–structure interaction system models for vibration in the vertical
direction are considered. This work assembles various moving load models from the …
direction are considered. This work assembles various moving load models from the …
The impact of vertical human-structure interaction on the response of footbridges to pedestrian excitation
In the present paper, a detailed crowd model is applied to investigate the impact of vertical
human-structure interaction (HSI) on the dynamic response of footbridges to pedestrian …
human-structure interaction (HSI) on the dynamic response of footbridges to pedestrian …
Two-dimensional air spring based semi-active TMD for vertical and lateral walking and wind-induced vibration control
Y Wang, L Wang, W Shi - Structural Engineering and Mechanics, An Int'l …, 2021 - dbpia.co.kr
A slender steel pedestrian bridge suffers from excessive vibration under walking-induced
excitations, which include vertical and lateral dynamic loads. Meanwhile, a slender …
excitations, which include vertical and lateral dynamic loads. Meanwhile, a slender …
Emergence of the London Millennium Bridge instability without synchronisation
The pedestrian-induced instability of the London Millennium Bridge is a widely used
example of Kuramoto synchronisation. Yet, reviewing observational, experimental, and …
example of Kuramoto synchronisation. Yet, reviewing observational, experimental, and …
Modelling framework for dynamic interaction between multiple pedestrians and vertical vibrations of footbridges
F Venuti, V Racic, A Corbetta - Journal of Sound and Vibration, 2016 - Elsevier
After 15 years of active research on the interaction between moving people and civil
engineering structures, there is still a lack of reliable models and adequate design …
engineering structures, there is still a lack of reliable models and adequate design …
Biomedical study of femur bone fracture and healing
A Kumar, AKS Gangwar, A Kumar… - Advanced materials …, 2022 - taylorfrancis.com
The objective of this chapter is to perform the biomedical study of femur bone using FEA. For
this purpose, a literature review from 1980 to 2021 was performed. In previous studies …
this purpose, a literature review from 1980 to 2021 was performed. In previous studies …
Experimental tests and numerical analyses for the dynamic characterization of a steel and wooden cable-stayed footbridge
V Nicoletti, S Quarchioni, L Tentella, R Martini, F Gara - Infrastructures, 2023 - mdpi.com
Vibrations are an issue of increasing importance in current footbridge design practice. More
sophisticated footbridges with increasing spans and more effective construction materials …
sophisticated footbridges with increasing spans and more effective construction materials …
Characterisation of walking loads by 3D inertial motion tracking
The present contribution analyses the walking behaviour of pedestrians in situ by 3D inertial
motion tracking. The technique is first tested in laboratory experiments with simultaneous …
motion tracking. The technique is first tested in laboratory experiments with simultaneous …