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Finite element modeling and model updating for a cable-stayed bridge

  • School of Civil Engineering, Harbin Institute of Technology

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

Abstract

This paper establishes a finite element model of Binzhou Yellow River Highway Bridge and presents a mode substructure-based approach for cable-stayed bridges. The parameters to be updated are assumed to be bounded with some prescribed regions according to the degrees of uncertainty and variations that existed in the parameters. The changes of these parameters are found by solving constrained optimization problems. The method is proved effective by the good static and dynamic structural performance of the final updated finite element model.

Original languageEnglish
Title of host publicationStructural Health Monitoring and Intelligent Infrastructure - Proceedings of the 2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2005
Pages1307-1315
Number of pages9
StatePublished - 2006
Externally publishedYes
Event2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2005 - Shenzhen, China
Duration: 16 Nov 200518 Nov 2005

Publication series

NameStructural Health Monitoring and Intelligent Infrastructure - Proceedings of the 2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2005
Volume2

Conference

Conference2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2005
Country/TerritoryChina
CityShenzhen
Period16/11/0518/11/05

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