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...
Na minha lista:
| Principais autores: | , , , |
|---|---|
| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
MDPI AG
2024-10-01
|
| coleção: | Buildings |
| Assuntos: | |
| Acesso em linha: | https://www.mdpi.com/2075-5309/14/11/3377 |
| Tags: |
Sem tags, seja o primeiro a adicionar uma tag!
|