Performance-based optimization of steel moment resisting frames
This study presents an energy-based approach to the performance-based optimization of steel moment resisting frames at the so-called operational, immediate occupancy, life safety and collapse prevention performance levels. Two objective criteria are identified for a performance-based seismic design:...
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| Veröffentlicht in: | Scientia Iranica. Transaction A, Civil engineering Civil engineering, 2011-04, Vol.18 (2), p.198 |
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| container_title | Scientia Iranica. Transaction A, Civil engineering |
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| creator | Tehranizadeh, M Moshref, A |
| description | This study presents an energy-based approach to the performance-based optimization of steel moment resisting frames at the so-called operational, immediate occupancy, life safety and collapse prevention performance levels. Two objective criteria are identified for a performance-based seismic design: minimizing structural cost (interpreted as weight) is one; the other concerns minimizing earthquake damage with respect to the maximum hysteretic energy capacity of the structure. That is, the overall objective for the design of a building framework is to have minimum weight and maximum energy dissipation capacity. [PUBLICATION ABSTRACT] |
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| title | Performance-based optimization of steel moment resisting frames |
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