Abstract
Studies of active bracing and active tendon systems have shown that H2/LQG frequency domain control methods coupled with acceleration feedback control strategies can effectively be used for aseismic protection of structures. The purpose of this paper is to provide experimental verification of acceleration feedback control strategies for the active mass driver system. A three-story test structure equipped with an active mass driver system is employed in the research, which is conducted at the Structural Dynamics and Control/Earthquake Engineering Laboratory at the University of Notre Dame.
| Original language | English (US) |
|---|---|
| Pages | 1227-1230 |
| 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