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Detection and Identification of Bridges Considering Soil Effect

[+] Author Affiliations
Jun-Ping Pu, Yao-Min Fang, Hung-Ren Chen, Jian-Fa Huang

Feng Chia University, Taichung, Taiwan, R. O. C.

Paper No. PVP2004-2944, pp. 129-135; 7 pages
doi:10.1115/PVP2004-2944
From:
  • ASME/JSME 2004 Pressure Vessels and Piping Conference
  • Seismic Engineering, Volume 2
  • San Diego, California, USA, July 25–29, 2004
  • Conference Sponsors: Pressure Vessels and Piping Division
  • ISBN: 0-7918-4681-4
  • Copyright © 2004 by ASME

abstract

Unexpected collapses and near collapse of bridges during the 1999 Chi-Chi earthquake underline the need for effective structural monitoring. Periodic structural condition monitoring of bridge structures is necessary to ensure that they provide a continued and safe service. A systematic study of typical bridges is needed, focusing on identifying elastic analytical models that will incorporate the existing state of bridge. To establish dynamic monitoring as a routine bridge inspection method, the soil-structure model of these two bridges are established and compared theoretically and experimentally.

Copyright © 2004 by ASME
Topics: Soil

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