Collapse of a nonductile concrete frame Evaluation of analytical models.
The current paper presents nonlinear dynamic analyses that simulate shaking table tests performed on a four-column reinforced concrete frame described in a companion paper. The frame consists of two ductile and two nonductile columns interconnected by a stiff beam. In order to validate existing anal...
| Published in: | Earthquake engineering & structural dynamics. 38, 2 (2009). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |