During their service life, masonry structures subjected to an aggressive environment may suffer degradation according to the type of their component materials and the technique of construction. This can lead the structure to high states of damage even if not failures. The great randomness connected with the occurrence of critical attacks suggests approaching the deterioration process of masonries under a probabilistic point of view. Following this way, the deterioration process L(t) of the stone masonry of a full-scale physical model, has been carried out. It has been approached as: 1) L(t) time dependent stochastic process of the r.v. . 2) L(t) time dependent stochastic process of the r.v. . Some remarks on the comparison between the two approaches proposed are presented.
Service Life Modelling of Stone and Brick Masonry Walls Subject to Salt Decay
GARAVAGLIA, ELSA;BINDA, LUIGIA
2000-01-01
Abstract
During their service life, masonry structures subjected to an aggressive environment may suffer degradation according to the type of their component materials and the technique of construction. This can lead the structure to high states of damage even if not failures. The great randomness connected with the occurrence of critical attacks suggests approaching the deterioration process of masonries under a probabilistic point of view. Following this way, the deterioration process L(t) of the stone masonry of a full-scale physical model, has been carried out. It has been approached as: 1) L(t) time dependent stochastic process of the r.v. . 2) L(t) time dependent stochastic process of the r.v. . Some remarks on the comparison between the two approaches proposed are presented.File | Dimensione | Formato | |
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