Analysis of RC columns and shear walls in fire
Abstract Recent disasters have shown that the failure of columns or shear walls exposed to fire is the main cause of building collapse. The cross-sectional thermal gradient (TG) of these structures justifies the degree of their heating and also justifies their mechanical damage, but the influence of...
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| Главные авторы: | , , |
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| Формат: | Artigo |
| Язык: | Inglês |
| Опубликовано: |
Instituto Brasileiro do Concreto (IBRACON)
2024-08-01
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| Серии: | Revista IBRACON de Estruturas e Materiais |
| Предметы: | |
| Online-ссылка: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000200211&lng=en&tlng=en |
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