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This document discusses a monitoring-based method for assessing fatigue life in steel bridges using long-term structural health monitoring data. It analyzes stress spectra from measured strain data on the Tsing Ma Bridge in Hong Kong, which carries both highway and railway traffic. A standard daily stress spectrum is derived by statistically analyzing spectra under normal traffic and typhoon conditions. The number of daily strain measurements used to determine the standard spectrum is optimized. The method

Author

Nagesh Thota

Language

EN