Performance evaluation of base-isolated Yama-agé bridge with high damping rubber bearings using recorded seismic data

書誌事項

公開日
2001-08
権利情報
  • https://www.elsevier.com/tdm/userlicense/1.0/
DOI
  • 10.1016/s0141-0296(00)00117-6
公開者
Elsevier BV

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説明

Abstract Identification of system parameters with the help of records made on a base-isolated bridge during earthquakes, provides an excellent opportunity to study the performance of various components of such a bridge system under these loading conditions. This study utilizes a two-stage system identification methodology for identifying the modal and structural parameters of base-isolated Yama-age bridge in Japan from multiple set of recorded seismic acceleration data. By comparing the identified and physical parameters, performance of the base-isolation system is evaluated and the effect of soil–structure interaction on the overall performance of the bridge is examined.

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