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Journal ArticleDOI

Moving-load dynamic problems: A tutorial (with a brief overview)

Huajiang Ouyang
- 01 Aug 2011 - 
- Vol. 25, Iss: 6, pp 2039-2060
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TLDR
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.
About
This article is published in Mechanical Systems and Signal Processing.The article was published on 2011-08-01. It has received 305 citations till now. The article focuses on the topics: Moving load.

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Citations
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Journal Article

Closure of "Numerical Solution for Response of Beams With Moving Mass"

TL;DR: In this paper, an analytical-numerical method is presented that can be used to determine the dynamic behavior of beams, with different boundary conditions, carrying a moving mass, and the correctness of the results has been ascertained by a comparison, using finite element models, and very good agreement has been obtained.

Recent research on identification of moving loads on bridges

TL;DR: In this paper, the authors reviewed the current knowledge on factors affecting performance of moving force identification methods under main headings below: background of moving forces identification, experimental verification in laboratory and its application in field, mainly focusing on the potential of four developed identification methods, i.e. Interpretive Method I (IMI), Interpretive Methods II (IMII), Time Domain Method (TDM) and Frequency-Time Domain Method(FTDM).
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Model Updating of Railway Bridge Using In Situ Dynamic Displacement Measurement under Trainloads

TL;DR: In this article, a finite element (FE) model updating approach using time-domain optimization based on in situ measurement of the bridge's dynamic displacement histories under trainloads is presented to address the need for monitoring aging railway bridges.
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Structural Health Monitoring Based on Vehicle-Bridge Interaction: Accomplishments and Challenges

TL;DR: In this article, the authors present a review on the structural health monitoring based on VBI and the challenges for its general implementation in practice, and they also propose a VBI-based approach that allows the target bridges to be monitored or assessed under operating conditions.
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Recent developments in inverse problems of vehicle–bridge interaction dynamics

TL;DR: In this paper, the authors present an overview on inverse problems in vehicle-bridge interaction dynamics, which can be categorized into those based on the analytical model and those formulated with a finite element model with a focus on the solution technique.
References
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Book

Vibration of solids and structures under moving loads

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.
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Vibration of cracked structures: A state of the art review

TL;DR: In this paper, a crack in a structural member introduces a local flexibility that affects its vibration response, and the crack will open and close in time depending on the rotation and vibration amplitude.
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Automotive disc brake squeal

TL;DR: A comprehensive review and bibliography of works on disc brake squeal is provided in this paper, where background sections on vibrations, contact and disc brake systems are also included, in an effort to make this review accessible to a large audience.
Book

Railway Noise and Vibration: Mechanisms, Modelling and Means of Control

TL;DR: In this article, the authors bring together coverage of the theory of railway noise and vibration with practical applications of noise control technology at source to solve the problems of railway traffic noise and vibrations.
Journal ArticleDOI

Structural Health Monitoring in mainland China: Review and Future Trends

TL;DR: Structural health monitoring (SHM) technology has been successfully applied to understand the loads, environment actions, and behaviors of a structure subjected to various actions through solving a problem as discussed by the authors.