Footbridge model dynamic simulation and real-time measurement for security

Jitao Shi*, Shiqiao Gao, Xing Xiao

*Corresponding author for this work

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

Abstract

To ensure the security of the footbridge, its sympathetic vibration character needs usually to be controled. In this paper, the dynamic vibration model is built with concentrated load method, finite element method is used for qualitative analysis of the footbridge. By the bridge mode simulation the relationships between the sympathetic vibration and the forced vibration are analyzed, the best measuring points are selected for measurement and validation. The results are shown that the presented model and method are efficiently, the test method is available. The comfort and security recommendations of the bridge are proposed.

Original languageEnglish
Title of host publicationICACTE 2010 - 2010 3rd International Conference on Advanced Computer Theory and Engineering, Proceedings
PagesV1668-V1671
DOIs
Publication statusPublished - 2010
Event2010 3rd International Conference on Advanced Computer Theory and Engineering, ICACTE 2010 - Chengdu, China
Duration: 20 Aug 201022 Aug 2010

Publication series

NameICACTE 2010 - 2010 3rd International Conference on Advanced Computer Theory and Engineering, Proceedings
Volume1

Conference

Conference2010 3rd International Conference on Advanced Computer Theory and Engineering, ICACTE 2010
Country/TerritoryChina
CityChengdu
Period20/08/1022/08/10

Keywords

  • Measurement dynamic simulation
  • Overcross structure
  • Security
  • Sympathetic vibration

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