Earthquake-induced interaction between adjacent reinforced concrete structures with non-equal heights.
The influence of the structural pounding on the ductility requirements and the seismic behaviour of reinforced concrete structures designed to EC2 and EC8 with non-equal heights is investigated. Specioal purpose elements of distributed plasticitiy are employed for the study of the columns. Two disti...
| Published in: | Earthquake engineering & structural dynamics. 34, 1 (2005). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |