Seismic reliability of traditional and innovative concentrically braced frames.
Structural engineering problems are always affected by many sources of uncertainty, such as aleatory of material properties, applied loads and earthquake intensity, therefore, seismic assessment of structures should be based on probabilistic methods. Since PBSD (Performance-based Seismic Design) phi...
| Published in: | Earthquake engineering & structural dynamics. 40, 13 (2011). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |