Shear Fragility Analysis of Non-Classically Damped Three-Dimensional Structures Under Seismic Excitation
This study proposes a seismic performance evaluation method for structures using the base shear index to calculate the collapse probability. After non-proportional damping was applied to the three-dimensional bar system model, the structural dynamic response was computed through large-scale finite e...
| Asıl Yazarlar: | , , , , |
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| Materyal Türü: | Makale |
| Dil: | English |
| Baskı/Yayın Bilgisi: |
MDPI AG
2024-12-01
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| Seri Bilgileri: | Buildings |
| Konular: | |
| Online Erişim: | https://www.mdpi.com/2075-5309/14/12/3967 |