Resonance characteristics of two-span continuous beam under moving high speed trains

The resonance characteristics of a two-span continuous beam traversed by moving high speed trains at a constant velocity is investigated, in which the continuous beam has uniform span length. Each span of the continuous beam is modeled as a Bernoulli-Euler beam and the moving trains are represented...

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Main Authors: Yingjie Wang, QingChao Wei, Jin Shi, Xuyou Long
Format: Article
Language:English
Published: Marcílio Alves
Series:Latin American Journal of Solids and Structures
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252010000200005&lng=en&tlng=en
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spelling doaj-d3fd80a88ff4456abad9cf92632a6be82020-11-24T21:27:49ZengMarcílio AlvesLatin American Journal of Solids and Structures1679-78257218519910.1590/S1679-78252010000200005S1679-78252010000200005Resonance characteristics of two-span continuous beam under moving high speed trainsYingjie Wang0QingChao Wei1Jin Shi2Xuyou Long3The University of Science & Technology BeijingThe University of Science & Technology BeijingThe University of Science & Technology BeijingThe University of Science & Technology BeijingThe resonance characteristics of a two-span continuous beam traversed by moving high speed trains at a constant velocity is investigated, in which the continuous beam has uniform span length. Each span of the continuous beam is modeled as a Bernoulli-Euler beam and the moving trains are represented as a series of two degrees-of-freedom mass-springdamper systems at the axle locations. A method of modal analysis is proposed in this paper to investigate the vibration of two-span continuous beam. The effects of different influencing parameters, such as the velocities of moving trains, the damping ratios and the span lengths of the beam, on the dynamic response of the continuous beam are examined. The two-span continuous beam has two critical velocities causing two resonance responses, which is different from simple supported beam. The resonance condition of the two-span continuous beam is put forward which depends on the first and second natural frequency of the beam and the moving velocity.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252010000200005&lng=en&tlng=encritical velocitymoving trainstwo-span continuous beamresonance
collection DOAJ
language English
format Article
sources DOAJ
author Yingjie Wang
QingChao Wei
Jin Shi
Xuyou Long
spellingShingle Yingjie Wang
QingChao Wei
Jin Shi
Xuyou Long
Resonance characteristics of two-span continuous beam under moving high speed trains
Latin American Journal of Solids and Structures
critical velocity
moving trains
two-span continuous beam
resonance
author_facet Yingjie Wang
QingChao Wei
Jin Shi
Xuyou Long
author_sort Yingjie Wang
title Resonance characteristics of two-span continuous beam under moving high speed trains
title_short Resonance characteristics of two-span continuous beam under moving high speed trains
title_full Resonance characteristics of two-span continuous beam under moving high speed trains
title_fullStr Resonance characteristics of two-span continuous beam under moving high speed trains
title_full_unstemmed Resonance characteristics of two-span continuous beam under moving high speed trains
title_sort resonance characteristics of two-span continuous beam under moving high speed trains
publisher Marcílio Alves
series Latin American Journal of Solids and Structures
issn 1679-7825
description The resonance characteristics of a two-span continuous beam traversed by moving high speed trains at a constant velocity is investigated, in which the continuous beam has uniform span length. Each span of the continuous beam is modeled as a Bernoulli-Euler beam and the moving trains are represented as a series of two degrees-of-freedom mass-springdamper systems at the axle locations. A method of modal analysis is proposed in this paper to investigate the vibration of two-span continuous beam. The effects of different influencing parameters, such as the velocities of moving trains, the damping ratios and the span lengths of the beam, on the dynamic response of the continuous beam are examined. The two-span continuous beam has two critical velocities causing two resonance responses, which is different from simple supported beam. The resonance condition of the two-span continuous beam is put forward which depends on the first and second natural frequency of the beam and the moving velocity.
topic critical velocity
moving trains
two-span continuous beam
resonance
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252010000200005&lng=en&tlng=en
work_keys_str_mv AT yingjiewang resonancecharacteristicsoftwospancontinuousbeamundermovinghighspeedtrains
AT qingchaowei resonancecharacteristicsoftwospancontinuousbeamundermovinghighspeedtrains
AT jinshi resonancecharacteristicsoftwospancontinuousbeamundermovinghighspeedtrains
AT xuyoulong resonancecharacteristicsoftwospancontinuousbeamundermovinghighspeedtrains
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