Performance Evaluation of Continuous Box-Girder Bridge Structural Properties Based on the Static Finite Element Model Updating

This paper represents performance evaluation of the structural properties of a five-span continuous box girder bridge of a variable cross-section highway using static load test results, based on static structural finite element model updating methods. This report expatiates the application procedure, namely, bridge static load test, structural finite element modeling, finite element model parameter updating, and performance evolutions. Updated finite element model (parameters) of the bridge structure and the structural properties performance evolution results could be used for damage identification of bridge structures, maintenance, reinforcement and some further structure analytical work.

• Record URL:
  https://doi.org/10.1061/47625(404)1
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9780784476253
• Supplemental Notes:
  • Copyright © 2011 ASCE
• Corporate Authors:

  American Society of Civil Engineers

  1801 Alexander Bell Drive
  Reston, VA  United States  20191-4400
• Authors:
  • Kang, Shengzhen
  • Deng, Miaoyi
  • Wang, Fuming
• Conference:
  • GeoHunan International Conference 2011
  • Location: Hunan , China
  • Date: 2011-6-9 to 2011-6-11
• Publication Date: 2011

Language

• English

Media Info

• Media Type: Digital/other
• Features: References;
• Pagination: pp 1-8
• Monograph Title: Condition, Reliability, and Resilience Assessment of Tunnels and Bridges

Subject/Index Terms

• TRT Terms: Box girders; Finite element method; Girder bridges; Maintenance; Performance evaluations
• Uncontrolled Terms: Structural properties
• Subject Areas: Bridges and other structures; Highways; Maintenance and Preservation; I60: Maintenance;

Filing Info

• Accession Number: 01347791
• Record Type: Publication
• ISBN: 9780784476253
• Files: TRIS, ASCE
• Created Date: Aug 8 2011 2:21PM