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Research on Wind-Resistant Capability of Two Common Section Forms for Long Span Bridges

Long span bridges have two main section forms including streamlined closed steel box girder and twin steel box girder. In order to compare the wind-resistant capacity, the finite element software ANSYS is adopted to establish the calculation structural models of Third Bosphorus Bridge respectively w... Full description

Journal Title: Applied Mechanics and Materials 2013-10-01, Vol.438-439 (Civil Engineering, Architecture and Sustainable Infrastructure II), p.930-934
Main Author: Xie, Jia Li
Other Authors: Ma, Cun Ming , Lei, Chun Xu , Duan, Qing Song
Format: Electronic Article Electronic Article
Language: English
Subjects:
Publisher: Zurich: Trans Tech Publications Ltd
ID: ISSN: 1662-7482
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title: Research on Wind-Resistant Capability of Two Common Section Forms for Long Span Bridges
format: Article
creator:
  • Xie, Jia Li
  • Ma, Cun Ming
  • Lei, Chun Xu
  • Duan, Qing Song
subjects:
  • Box girders
  • Bridges (structures)
  • Computer programs
  • Design engineering
  • Mathematical analysis
  • Software
  • Structural steels
  • Vibration
ispartof: Applied Mechanics and Materials, 2013-10-01, Vol.438-439 (Civil Engineering, Architecture and Sustainable Infrastructure II), p.930-934
description: Long span bridges have two main section forms including streamlined closed steel box girder and twin steel box girder. In order to compare the wind-resistant capacity, the finite element software ANSYS is adopted to establish the calculation structural models of Third Bosphorus Bridge respectively with two kinds of sections in the same width. According to the analysis of the wind-induced internal force and the flutter stability, the respective advantages of the two section forms in terms of wind-resistant capability are discussed. The analysis results could be used as reference in the section design of long span bridges.
language: eng
source:
identifier: ISSN: 1662-7482
fulltext: no_fulltext
issn:
  • 1662-7482
  • 1660-9336
  • 1662-7482
url: Link


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descriptionLong span bridges have two main section forms including streamlined closed steel box girder and twin steel box girder. In order to compare the wind-resistant capacity, the finite element software ANSYS is adopted to establish the calculation structural models of Third Bosphorus Bridge respectively with two kinds of sections in the same width. According to the analysis of the wind-induced internal force and the flutter stability, the respective advantages of the two section forms in terms of wind-resistant capability are discussed. The analysis results could be used as reference in the section design of long span bridges.
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abstractLong span bridges have two main section forms including streamlined closed steel box girder and twin steel box girder. In order to compare the wind-resistant capacity, the finite element software ANSYS is adopted to establish the calculation structural models of Third Bosphorus Bridge respectively with two kinds of sections in the same width. According to the analysis of the wind-induced internal force and the flutter stability, the respective advantages of the two section forms in terms of wind-resistant capability are discussed. The analysis results could be used as reference in the section design of long span bridges.
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