Abstract
This paper describes probabilistically-based optimal control strategies which focus on increasing the reliability of structures subjected to severe environmental loading. A performance function is chosen that is directly related to the failure probability of the structure. Optimization is performed over a parameterized class of controllers, subject to a probabilistic constraint on the available control effort.
| Original language | English (US) |
|---|---|
| Pages | 810-813 |
| Number of pages | 4 |
| State | Published - 1995 |
| Externally published | Yes |
| Event | Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) - Boulder, CO, USA Duration: May 21 1995 → May 24 1995 |
Other
| Other | Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) |
|---|---|
| City | Boulder, CO, USA |
| Period | 5/21/95 → 5/24/95 |
ASJC Scopus subject areas
- Architecture
- Civil and Structural Engineering