Health monitoring of a bridge system using strong motion data

摘要: In this paper, the acceptability of system identification results for health monitoring instrumented bridges is addressed. This conducted by comparing confidence intervals identified modal parameters a bridge in California, namely Truckee I80/Truckee river bridge, with change these caused several damage scenarios. A challenge to accuracy involves consequences regarding detection and monitoring, as some information essentially not useable acquiring reliable diagnosis system. Use strong motion data has limitations that should be ignored. The conclusions underline while presenting opportunities offered using better understanding systems.