Fragility Analysis of Masonry Structures Subjected to Random Sequential Ground Motions
In this study, a fragility analysis of masonry structures is conducted using a random sequential ground motion model. Initially, the relationship between a mainshock and its aftershocks is clarified based on the physical mechanism of “source-path-local site”. Building on this, the random sequential...
Tallennettuna:
| Päätekijät: | , , , |
|---|---|
| Aineistotyyppi: | Artigo |
| Kieli: | Inglês |
| Julkaistu: |
MDPI AG
2024-10-01
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| Sarja: | Buildings |
| Aiheet: | |
| Linkit: | https://www.mdpi.com/2075-5309/14/11/3377 |
| Tagit: |
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