Turnitin
降AI改写
早检测系统
早降重系统
Turnitin-UK版
万方检测-期刊版
维普编辑部版
Grammarly检测
Paperpass检测
checkpass检测
PaperYY检测
Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications
This paper presents a comprehensive review on different theoretical elastic and viscoelastic
foundation models in oscillatory systems. The review covers the simplest foundation models …
foundation models in oscillatory systems. The review covers the simplest foundation models …
Benchmarking railway vibrations–Track, vehicle, ground and building effects
This paper reviews, synthesises and benchmarks new understandings relating to railway
vibrations. Firstly, the effect of vibrations on passenger comfort is evaluated, followed by its …
vibrations. Firstly, the effect of vibrations on passenger comfort is evaluated, followed by its …
Review on dynamic response of road pavements to moving vehicle loads; part 1: Rigid pavements
ND Beskou, EV Muho - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
This review paper presents and critically discusses the developments in the area of the
dynamic response of road pavements to moving vehicle loads during the last 72 years (1951 …
dynamic response of road pavements to moving vehicle loads during the last 72 years (1951 …
Convergence of Galerkin truncation for dynamic response of finite beams on nonlinear foundations under a moving load
The present paper investigates the convergence of the Galerkin method for the dynamic
response of an elastic beam resting on a nonlinear foundation with viscous dam** …
response of an elastic beam resting on a nonlinear foundation with viscous dam** …
Dynamics of beams on non-uniform nonlinear foundations subjected to moving loads
This paper presents a study on the dynamic response of beams on nonlinear elastic
foundations, subjected to moving loads. The effects of the load's intensity and velocity and of …
foundations, subjected to moving loads. The effects of the load's intensity and velocity and of …
Vibration of vehicle–pavement coupled system based on a Timoshenko beam on a nonlinear foundation
This paper focuses on the coupled nonlinear vibration of vehicle–pavement system. The
pavement is modeled as a Timoshenko beam resting on a six-parameter foundation. The …
pavement is modeled as a Timoshenko beam resting on a six-parameter foundation. The …
A comparison of infinite Timoshenko and Euler–Bernoulli beam models on Winkler foundation in the frequency-and time-domain
P Ruge, C Birk - Journal of Sound and Vibration, 2007 - Elsevier
This paper deals with the dynamic analysis of infinite beam models. The translational and
the rotational dynamic stiffness of both Timoshenko and Euler–Bernoulli beams on Winkler …
the rotational dynamic stiffness of both Timoshenko and Euler–Bernoulli beams on Winkler …
Internal-external resonance of beams on non-linear viscoelastic foundation traversed by moving load
Vibration of a finite Euler–Bernoulli beam, supported by non-linear viscoelastic foundation
traversed by a moving load, is studied and the Galerkin method is used to discretize the non …
traversed by a moving load, is studied and the Galerkin method is used to discretize the non …
Dynamic behaviour of pavement on a two-parameter viscoelastic foundation subjected to loads moving with variable speeds
Y Liu, H Fang, JJ Zheng, YN Wang - International Journal of …, 2022 - Taylor & Francis
The dynamic response of a multilayer finite plate resting on a two-parameter viscoelastic
foundation to moving variable loads is obtained analytically/numerically. The governing …
foundation to moving variable loads is obtained analytically/numerically. The governing …
Dynamic response of a finite length Euler-Bernoulli beam on linear and nonlinear viscoelastic foundations to a concentrated moving force
AD Senalp, A Arikoglu, I Ozkol, VZ Dogan - Journal of Mechanical Science …, 2010 - Springer
In this paper the dynamic response of a simply-supported, finite length Euler-Bernoulli beam
with uniform cross-section resting on a linear and nonlinear viscoelastic foundation acted …
with uniform cross-section resting on a linear and nonlinear viscoelastic foundation acted …