Hysteretic energy dissipation capacity and the cyclic to monotonic drift ratio for rectangular RC columns in flexure.
Predictions of energy dissipation capacity and of the deterioration of deformation capacity due to cumulative damage have been made by means of a non-parametric empirical approach, called the conditional average estimator method, using empirical data on rectangular reinforced concrete columns that f...
| 发表在: | Earthquake engineering & structural dynamics. 38, 7 (2009). |
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| 格式: | 文件 |
| 语言: | English |
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