Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6740876 | Engineering Structures | 2014 | 11 Pages |
Abstract
This paper focuses on the behaviour of cracked granite and heavy stone columns subjected to rocking motion due to pulse type ground shaking. In this field, the effect of the presence of circular collars is analysed and discussed. The overturning spectra are determined, including the presence of the collars, showing their effectiveness in reducing the overturning risk. Comparisons are shown with numerical analyses and a simplified analytical procedure is proposed.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Marinella Fossetti, Carmelo Giacchino, Giovanni Minafò,