Optimal Design of Vertical Cylindrical Storage Tanks by Eurocode for Seismic Loading
The methodology described in Eurocode 8, Part 4, for calculating seismic effects on vertical cylindrical rigid and fixed steel storage tanks is programmed in MATLAB<sup>®</sup>. The walls of the tanks are constructed of shell courses with varying thicknesses of sheet material. The strength condition...
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| Asıl Yazarlar: | , |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
MDPI AG
2026-05-01
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| Seri Bilgileri: | CivilEng |
| Konular: | |
| Online Erişim: | https://www.mdpi.com/2673-4109/7/2/27 |
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