Comparison of constitutive models for nonlinear response of cracked reinforced concrete
A review of structural models and a comparison of their capabilities in predicting the load-deformation response of a wide range of reinforced concrete elements. Determining the best model based on the coefficient of variation and the mean of the tests.
| Рубрика | Строительство и архитектура |
| Вид | статья |
| Язык | английский |
| Дата добавления | 15.04.2024 |
| Размер файла | 705,2 K |
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