NON-LINEAR ANALYSIS OF SLENDER MASONRY COLUMN SUBJECTED TO BIAXIAL BENDING
The article deals with a method for analysing slender masonry columns. The proposed method uses material and geometric non-linearity. Various stress-strain diagrams can be used: linear, linear-plastic, parabolic-plastic, two various parabolic and rigid-plastic. In all cases, the tensile strength is...
Kaydedildi:
| Asıl Yazarlar: | , |
|---|---|
| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
CTU Central Library
2021-04-01
|
| Seri Bilgileri: | Acta Polytechnica |
| Konular: | |
| Online Erişim: | https://ojs.cvut.cz/ojs/index.php/ap/article/view/6867 |
| Etiketler: |
Etiket eklenmemiş, İlk siz ekleyin!
|