Interaction between walking humans and structures in vertical direction: A literature review

E Shahabpoor, A Pavic, V Racic - Shock and vibration, 2016 - Wiley Online Library
Realistic simulation of the dynamic effects of walking pedestrians on structures is still a
considerable challenge. This is mainly due to the inter‐and intrasubject variability of humans …

Review of pedestrian load models for vibration serviceability assessment of floor structures

Z Muhammad, P Reynolds, O Avci, M Hussein - Vibration, 2018 - mdpi.com
Innovative design and technological advancements in the construction industry have
resulted in an increased use of large, slender and lightweight floors in contemporary office …

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 …

Identification of mass–spring–damper model of walking humans

E Shahabpoor, A Pavic, V Racic - Structures, 2016 - Elsevier
Interaction of walking people with vibrating structures is known to be an important yet
challenging phenomenon to simulate. Despite of its considerable effects on the structural …

Random vibration analysis of train–bridge under track irregularities and traveling seismic waves using train–slab track–bridge interaction model

ZP Zeng, YG Zhao, WT Xu, ZW Yu, LK Chen… - Journal of Sound and …, 2015 - Elsevier
The frequent use of bridges in high-speed railway lines greatly increases the probability that
trains are running on bridges when earthquakes occur. This paper investigates the random …

[HTML][HTML] Structural vibration serviceability: New design framework featuring human-structure interaction

E Shahabpoor, A Pavic, V Racic - Engineering Structures, 2017 - Elsevier
Predicting the effect of walking traffic on structural vibrations is a great challenge to
designers of pedestrian structures, such as footbridges and floors. This is mainly due to the …

Simulation of the pressure field beneath a turbulent boundary layer using realizations of uncorrelated wall plane waves

L Maxit - The Journal of the Acoustical Society of America, 2016 - pubs.aip.org
This paper investigates the modeling of a vibrating structure excited by a turbulent boundary
layer (TBL). Although the wall pressure field (WPF) of the TBL constitutes a random …

Numerical and experimental evaluation of the dynamic performance of a footbridge with tuned mass dampers

K Van Nimmen, P Verbeke, G Lombaert… - Journal of Bridge …, 2016 - ascelibrary.org
This article presents an evaluation of the dynamic behavior of a slender steel footbridge
before and after the installation of two tuned mass dampers (TMDs). The results of the …

A hybrid method for analysing stationary random vibration of structures with uncertain parameters

F Liu, Y Zhao - Mechanical Systems and Signal Processing, 2022 - Elsevier
This paper presents a new hybrid polynomial dimensional decomposition-pseudo excitation
method (PDD-PEM) for analysing stationary random vibration of structures with uncertain …

[HTML][HTML] Experimental characterisation of walking locomotion on rigid level surfaces using motion capture system

HV Dang, S Živanović - Engineering Structures, 2015 - Elsevier
Low-frequency structures, such as footbridges and long-span floors, are often sensitive to
variations in dynamic loading induced by pedestrians. As a result, the design of these …