Michael Do¨hler, Falk Hille, Xuan-Binh Lam, Laurent Mevel and Werner Ru¨cker (a) covariance driven SSI (b) data driven SSI (UPC) Fig. 6 Natural frequencies with confidence bounds during progressive damage test of S101 Bridge (damage incidents from Table 1). The color bar indicates the confidence bound in percent of the obtained frequency. 248
RkJQdWJsaXNoZXIy MTMzNzEzMQ==