Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6737467 | Engineering Structures | 2018 | 13 Pages |
Abstract
The obtained results are presented in terms of inelastic response at constant ductility or strength. On the base of the collected results, modifications on the behaviour factors commonly adopted in seismic design are proposed. Finally, a SDOF system representing a typical masonry structure subjected to the seismic sequence of Central Italy (2016) has been analysed with the aim to highlight the damage evolution.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Giovanni Rinaldin, Claudio Amadio,