The present paper aims to provide a contribution in the study of the seismic analysis of existing masonry structures in presence of uncertain parameters described by following both probabilistic and non-probabilistic models. By posing the attention on the local out-of-plane failure mechanisms. the non-deterministic analysis is conducted on the kinematic chains of masonry portions by f... https://www.greenresourcesredux.com/product-category/dispensers-for-cups/