A probabilistic approach for estimating the seismic response of elasto-plastic SDOF systems.
The seismic response of elasto-plastic structures to both recorded and generated accelerograms is characterized by a large scattering of the results, even for accelerograms with similar peak ground acceleration values and frequency content. According to current code recommendations a design value of...
| Published in: | Earthquake engineering & structural dynamics. 34, 14 (2005). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |