Flexural deformation capacity of rectangular RC columns determined by the CAE method.
A non-parametric empirical approach, called the conditional average estimator (CAE) method, has been implemented for the estimation of the flexural deformation capacity of reinforced concrete rectangular columns expressed in terms of the ultimate (?near collapse?) drift. Two databases (PEER and Fard...
| Published in: | Earthquake engineering & structural dynamics. 35, 12 (2006). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |