Abstract
A unified passive damping design algorithm, using active control design techniques and least squares method, is developed to improve the stability and performance of closed-loop controlled structures. To achieve the stringent requirements of large flexible structures (LFS), dual active/passive control using interacting substructure decentralized control and unified passive damping design method is introduced. Physical coordinates are used in modeling; since no modal data is used, no modal errors are involved in the modeling process. Examples are presented to illustrate the design procedures and their effectiveness.
| Original language | English |
|---|---|
| Title of host publication | American Society of Mechanical Engineers, Design Engineering Division (Publication) DE |
| Place of Publication | New York, NY, United States |
| Publisher | Publ by ASME |
| Pages | 219-225 |
| Number of pages | 7 |
| Volume | 38 |
| ISBN (Print) | 0791806294 |
| State | Published - Jan 1 1991 |
| Externally published | Yes |
| Event | 1991 ASME Design Technical Conference presented at the 13th Biennial Conference on Mechanical Vibration and Noise - Miami, FL, USA Duration: Sep 22 1991 → Sep 25 1991 |
Other
| Other | 1991 ASME Design Technical Conference presented at the 13th Biennial Conference on Mechanical Vibration and Noise |
|---|---|
| City | Miami, FL, USA |
| Period | 9/22/91 → 9/25/91 |
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ASJC Scopus subject areas
- Engineering(all)
Cite this
Dual active and passive control of large flexible structures. / Pan, T. S.; Rao, Singiresu S; Venkayya, V. B.
American Society of Mechanical Engineers, Design Engineering Division (Publication) DE. Vol. 38 New York, NY, United States : Publ by ASME, 1991. p. 219-225.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Dual active and passive control of large flexible structures
AU - Pan, T. S.
AU - Rao, Singiresu S
AU - Venkayya, V. B.
PY - 1991/1/1
Y1 - 1991/1/1
N2 - A unified passive damping design algorithm, using active control design techniques and least squares method, is developed to improve the stability and performance of closed-loop controlled structures. To achieve the stringent requirements of large flexible structures (LFS), dual active/passive control using interacting substructure decentralized control and unified passive damping design method is introduced. Physical coordinates are used in modeling; since no modal data is used, no modal errors are involved in the modeling process. Examples are presented to illustrate the design procedures and their effectiveness.
AB - A unified passive damping design algorithm, using active control design techniques and least squares method, is developed to improve the stability and performance of closed-loop controlled structures. To achieve the stringent requirements of large flexible structures (LFS), dual active/passive control using interacting substructure decentralized control and unified passive damping design method is introduced. Physical coordinates are used in modeling; since no modal data is used, no modal errors are involved in the modeling process. Examples are presented to illustrate the design procedures and their effectiveness.
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UR - http://www.scopus.com/inward/citedby.url?scp=0025844624&partnerID=8YFLogxK
M3 - Conference contribution
SN - 0791806294
VL - 38
SP - 219
EP - 225
BT - American Society of Mechanical Engineers, Design Engineering Division (Publication) DE
PB - Publ by ASME
CY - New York, NY, United States
ER -