Estimating uncertainty in limit state capacities for reinforced concrete frame structures through pushover analysis
In seismic fragility and risk analysis, the definition of structural limit state (LS) capacities is of crucial importance. Traditionally, LS capacities are defined according to design code provisions or using deterministic pushover analysis without considering the inherent randomness of structural p...
| Hlavní autoři: | , , |
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| Médium: | Journal Article |
| Jazyk: | English |
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2016
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| On-line přístup: | https://hdl.handle.net/10356/84541 http://hdl.handle.net/10220/41860 |