Abstract (EN):
Many existing probabilistic seismic safety assessment studies assume that structural demand conditional
to a seismic intensity follows a lognormal distribution. Based on the analysis of five reinforced
concrete structures subjected to real earthquake records scaled to several intensities, an in-depth
analysis of this assumption is performed using adequate statistical methods. The considered demand
parameters are the chord rotation, curvature, shear force, and inter-story drift. The results found
indicate that the lognormal distribution is suitable for the probabilistic modeling of the considered
demand parameters. In addition, the normal distribution was also found suitable for the shear force
demand.
Language:
English
Type (Professor's evaluation):
Scientific