Journal ArticleDOI
Vehicle–passenger–structure interaction of uniform bridges traversed by moving vehicles
Ebrahim Esmailzadeh,Nader Jalili +1 more
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TLDR
In this article, an investigation into the dynamics of vehicle-occupant-structure-induced vibration of bridges traversed by moving vehicles is presented, and the relationship between the bridge vibration characteristics and the vehicle speed is rendered, which yields into a search for a particular speed that determines the maximum values of the dynamic deflection and the bending moment of the bridge.About:
This article is published in Journal of Sound and Vibration.The article was published on 2003-02-27. It has received 58 citations till now. The article focuses on the topics: Bending moment & Deflection (engineering).read more
Citations
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Journal ArticleDOI
Moving-load dynamic problems: A tutorial (with a brief overview)
TL;DR: Reading this tutorial is expected to get a flavour of what moving-load problems are about, what general methods are available and what research has been done from studying this tutorial.
Book ChapterDOI
Vehicle-bridge dynamic interaction using finite element modelling
TL;DR: In this paper, the authors report on the most widely used finite element techniques for modelling road vehicles and bridges, and for implementing the interaction between both types of vehicles and bridge codes.
Journal ArticleDOI
Vibration of vehicle–pavement coupled system based on a Timoshenko beam on a nonlinear foundation
TL;DR: In this paper, the dynamic response of vehicle-pavement coupled system is studied by modeling the pavement as a Timoshenko beam resting on a nonlinear foundation and the vehicle is simplified as a spring-mass-damper oscillator.
Journal ArticleDOI
A numerical element for vehicle–bridge interaction analysis of vehicles experiencing sudden deceleration
TL;DR: In this paper, the effect of vehicle horizontal acceleration is incorporated into an available numerical procedure developed for VBI analysis of vehicles with constant velocity, and a modified numerical element is proposed, which is considered as external loads acting on each part of the vehicle masses.
Journal ArticleDOI
Modeling of system dynamics of a slewing flexible beam with moving payload pendulum
TL;DR: In this paper, the Euler-Bernoulli beam theory was used to model the system of a tower crane handling payload via rotation and moving the carriage simultaneously, and non-linear coupled equations of motion of the in-and out-of-plane of the beam and the pendulum were derived by means of the Hamilton principle.
References
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Book
Vibration problems in engineering
TL;DR: In this article, the Probleme dynamique and Vibration were used for propagation of ondes reference records created on 2004-09-07, modified on 2016-08-08.
Book
Vibration of solids and structures under moving loads
L. Frýba,C. R. Steele +1 more
TL;DR: In this paper, one-dimensional solids, two-dimensional and three-dimensional (3D) solids have been studied in the context of special problems, where the problem is to solve a special problem.
Journal ArticleDOI
Matlab Version 6.5 Release 13. The MathWorks, Inc., 3 Apple Hill Dr., Natick, MA 01760-2098; 508/647-7000, Fax 508/647-7001, www.mathworks.com
TL;DR: The toolbox provides visualization of the network architecture from the Network window and the power of the underlying core MATLAB to analyze the results makes a very useful tool for anyone using neural networks.
Journal ArticleDOI
On the dynamics of elastic systems with moving concentrated masses
S. Sadiku,H.H.E. Leipholz +1 more
TL;DR: In this article, the authors present a dynamic analysis of an elastic beam traversed by a concentrated mass, a "moving-force moving-mass" problem, by means of which the original problem is transformed into an integrodifferential equation.
Journal ArticleDOI
Vibration of Multi-Span Non-Uniform Beams Under Moving Loads by Using Modified Beam Vibration Functions
TL;DR: In this paper, the vibration of a multi-span non-uniform beam subjected to a moving load is analyzed by using modified beam vibration functions as the assumed modes, which satisfy the zero deflection conditions at all the intermediate point supports as well as the boundary conditions at the two ends of the beam.