Tests on low ductility RC frames under high and low frequency excitations.
The response of low ductility reinforced concrete (RC) frames, designed typically for a non seismic region, subjected to two frequencies of base excitations is studied. Five half scaled, two bay, two storey, RC frames, each approximately 5 m wide by 3.3 m high, were subjected to both horizontal and/...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 31, 2 (2002). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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