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.
Detection and Identification of Bridges Considering Soil Effect
- Views Icon Views
- Share Icon Share
- Search Site
Pu, J, Fang, Y, Chen, H, & Huang, J. "Detection and Identification of Bridges Considering Soil Effect." Proceedings of the ASME/JSME 2004 Pressure Vessels and Piping Conference. Seismic Engineering, Volume 2. San Diego, California, USA. July 25–29, 2004. pp. 129-135. ASME. https://doi.org/10.1115/PVP2004-2944
Download citation file: