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 …
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
Innovative design and technological advancements in the construction industry have
resulted in an increased use of large, slender and lightweight floors in contemporary office …
resulted in an increased use of large, slender and lightweight floors in contemporary office …
Formulation of human–structure interaction system models for vertical vibration
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 …
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 …
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
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 …
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 …
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 …
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
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 …
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 …
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 …
variations in dynamic loading induced by pedestrians. As a result, the design of these …