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 …

Axial force contribution to the out-of-plane response of horizontally curved beams under a moving mass excitation

AR Khaloo, MA Foyouzat, H Abdoos, M Mofid - Applied Mathematical …, 2023 - Elsevier
Horizontally curved beams subjected to a moving mass do experience a time-varying axial
force due to the in-plane centrifugal action of the inertial accelerations. The current study …

Analytical solutions for out-of-plane response of curved beams resting on an elastic foundation under a random moving load

H Chen, Y Cai, J Zhang, X Lv, X Li - Engineering Structures, 2024 - Elsevier
In this study, the vibration behaviour of a horizontally curved beam resting on an elastic
foundation and subjected to a random moving force is studied. The governing coupled …

Dynamic response of a beam subjected to moving load and moving mass supported by Pasternak foundation

RUA Uzzal, RB Bhat, W Ahmed - Shock and Vibration, 2012 - Wiley Online Library
This paper presents the dynamic response of an Euler‐Bernoulli beam supported on two‐
parameter Pasternak foundation subjected to moving load as well as moving mass. Modal …

In-plane vibration analysis of horizontally curved beams resting on visco-elastic foundation subjected to a moving mass

MA Foyouzat, H Abdoos, AR Khaloo, M Mofid - Mechanical Systems and …, 2022 - Elsevier
This paper deals with the in-plane dynamics of Horizontally Curved Beams (HCBs)
supported by a visco-elastic foundation under the excitation induced by a moving mass …

On the out-of-plane dynamic response of horizontally curved beams resting on elastic foundation traversed by a moving mass

H Abdoos, AR Khaloo, MA Foyouzat - Journal of Sound and Vibration, 2020 - Elsevier
In this paper, the dynamic behavior of Horizontally Curved Beams (HCBs) resting on an
elastic foundation and subjected to a moving mass is investigated. The governing coupled …

Simultaneous identification of moving masses and structural damage

Q Zhang, Ł Jankowski, Z Duan - Structural and Multidisciplinary …, 2010 - Springer
A method for simultaneous identification of moving masses and damages of the supporting
structure from measured responses is presented. The interaction forces between the masses …

多档货运索道动力计算方法及结构冲击影响研究

秦剑, 乔良, 张映晖, 郝玉靖, 何勇军 - 动力学与控制学报, 2020 - pubs.cstam.org.cn
根据多档索道工作索(承载索和牵引索) 及运行小车的相互作用关系, 基于有限质点法理论建立
质点运动方程, 构建了适用于多档货运索道整体结构的动力计算方法. 在计算方法中 …

Nonlinear dynamic response of an Euler–Bernoulli beam under a moving mass–spring with large oscillations

A Jahangiri, NKA Attari, A Nikkhoo, Z Waezi - Archive of Applied …, 2020 - Springer
This article presents a new approach for the nonlinear dynamic behavior of an Euler–
Bernoulli beam under a moving mass. The governing equations for the behavior of the beam …

On the dynamics of interaction between a moving mass and an infinite one-dimensional elastic structure at the stability limit

T Mazilu, M Dumitriu, C Tudorache - Journal of sound and vibration, 2011 - Elsevier
The paper herein deals with the study of the dynamic behaviour generated by the instability
of the vibration of a loaded mass, uniformly moving along an Euler–Bernoulli beam on a …