Evaluation of the structural response under seismic actions using non-linear static methods.
The paper investigates the degree of accuracy achievable when some non-linear static procedures based on a pushover analysis are used to evaluate the seismic performance. In order to assess the significance of different sources of errors, three types of structural systems are analysed: (i) single-de...
| Yayımlandı: | Earthquake engineering & structural dynamics. 35, 12 (2006). |
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| Materyal Türü: | Makale |
| Dil: | English |
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