Optimal seismic design of moment resisting steel frames with hysteretic passive devices.
The effectiveness of hysteretic passive devices to protect and mitigate the response of a structure under seismic loading is well established by both analytical and experimental research. Nevertheless, a systematic and well-established methodology for the topological distribution and size of these d...
| Publicat a: | Earthquake engineering & structural dynamics. 39, 4 (2010). |
|---|---|
| Autor principal: | |
| Format: | Article |
| Idioma: | English |
| Matèries: |