Dynamic Analysis and Monitoring of Prestressed Concrete Hollow Slab Bridge

The dynamic behaviors of a prestressed concrete hollow slab bridge on Lian-Huo expressway was analyzed by finite element method (FEM) and measured by environmental dynamic monitoring. The vibration frequencies and modes corresponding to top 20 orders of the bridge were obtained by FEM, which show that the top 9 orders are the principal modes and mainly displayed as vertical flexural deflection, the fundamental frequency coincides with the first order principal mode. The dynamic acceleration, fundamental frequency and dynamic deflection of the bridge were measured by the velocimeter and accelerometer with dynamic signal measuring and analysis system. The results of analysis and measuring are compared with each other to evaluate the dynamic characteristics of the bridge.

• Record URL:
  • https://doi.org/10.1061/47625(404)7
• 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:
  • Zhao, Shunbo
  • Chen, Jihao
  • He, Wei
• 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 49-56
• Monograph Title: Condition, Reliability, and Resilience Assessment of Tunnels and Bridges

Subject/Index Terms

• TRT Terms: Bridge decks; Finite element method; Monitoring; Prestressed concrete; Slabs; Vibration
• Uncontrolled Terms: Dynamic analysis
• Subject Areas: Bridges and other structures; Highways; Maintenance and Preservation; I60: Maintenance;

Filing Info

• Accession Number: 01347802
• Record Type: Publication
• ISBN: 9780784476253
• Files: TRIS, ASCE
• Created Date: Aug 8 2011 2:21PM