A strength distribution criterion for minimizing torsional response of asymmetric wall type systems.
In order to mitigate the effect of torsion during earthquakes, most seismic codes of the world provide design guidelines for strength distribution based on the traditional perception that element stiffness and strength are independent parameters. Recent studies have pointed out that for an important...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 31, 1 (2002). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
| Предметы: |