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Influence analysis on dynamic performance of large span concrete-filled steel tube arch bridge of relative deck height

  • Xiaomin Huang*
  • , Wei Zhang
  • , Hang Sun
  • *Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

For the long-span concrete-filled steel tube arch bridge, its dynamic characteristics and performance is closely related with the mass and stiffness distribution of the structure. The reason for this is that the relative height of deck has led to change in the mass and stiffness distribution system change, and structure seismic response changed consequently. In this paper, a systematic study on the effect of the relative deck height on the structure dynamic characteristics and further study of structure seismic response are carried out. Some useful conclusions can be drawn and used as a reference for similar projects.

Original languageEnglish
Title of host publicationCICTP 2012
Subtitle of host publicationMultimodal Transportation Systems - Convenient, Safe, Cost-Effective, Efficient - Proceedings of the 12th COTA International Conference of Transportation Professionals
Pages3289-3294
Number of pages6
DOIs
StatePublished - 2012
Externally publishedYes
Event12th COTA International Conference of Transportation Professionals: Multimodal Transportation Systems - Convenient, Safe, Cost-Effective, Efficient, CICTP 2012 - Beijing, China
Duration: 3 Aug 20126 Aug 2012

Publication series

NameCICTP 2012: Multimodal Transportation Systems - Convenient, Safe, Cost-Effective, Efficient - Proceedings of the 12th COTA International Conference of Transportation Professionals

Conference

Conference12th COTA International Conference of Transportation Professionals: Multimodal Transportation Systems - Convenient, Safe, Cost-Effective, Efficient, CICTP 2012
Country/TerritoryChina
CityBeijing
Period3/08/126/08/12

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