Dynamic collapse analysis for a reinforced concrete frame sustaining shear and axial failures.
Shaking table test results from a one-story, two-bay reinforced concrete frame sustaining shear and axial failures are compared with nonlinear dynamic analyses using models developed for the collapse assessment of older reinforced concrete buildings. The models provided reasonable estimates of the o...
| 發表在: | Earthquake engineering & structural dynamics. 37, 7 (2008). |
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| 格式: | Article |
| 語言: | 英语 |
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