Structural Reliability Sensitivities under Nonstationary Random Vibrations
Figure 5
Covariance displacement sensitivity of a 3-DoF subject to different seismic duration (different line-types, continuous for , lines for , dot-line for , and dotted for ) with respect to structural masses (different line colours for each storey mass) evaluated at each interstorey drift ((a) for the first, (b) for the second, and (c) for the third).
