Multiobjective heuristic approaches to seismic design of steel frames with standard sections.
Seismic design problem of a steel moment-resisting frame is formulated as a multiobjective programming problem. The total structural (material) volume and the plastic dissipated energy at the collapse state against severe seismic motions are considered as performance measures. Geometrically nonlinea...
| Published in: | Earthquake engineering & structural dynamics. 36, 11 (2007). |
|---|---|
| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |