Benchmark Problems in Structural Control: Part I -- Active Mass Driver System
B.F. Spencer Jr.
(Civil Engineering and Geological Sciences, University of Notre
Dame)
S.J. Dyke (Civil Engineering, Washington University in St. Louis)
H.S. Deoskar (formerly, Civil Engineering and Geological Sciences, University of Notre Dame)
paper (PDF, 181KB); abstract
| Sample LQG |
J1 | 0.283977 |
J2 | 0.439650 |
J3 | 0.511421 |
J4 | 0.512507 |
J5 | 0.626685 |
J6 | 0.402224 | 0.455587 |
J7 | 0.636272 | 0.710194 |
J8 | 0.593982 | 0.667990 |
J9 | 0.605380 | 0.775300 |
J10 | 0.955936 | 1.336047 |
uRMS | 0.143033 |
amRMS | 1.121766 |
xmRMS | 0.669962 |
uMAX | 0.525495 | 0.304705 |
amMAX | 4.827479 | 3.447002 |
xmMAX | 2.001718 | 1.108863 |
| ElCentro | Hachinohe |
|
Numbers in this face represent violated constraints.
Numbers in this face are the larger of the ElCentro/Hachinohe values.
The Kanai-Tajimi results were performed using wg =37.3 rads/sec, zg =0.3, Tf =300 secs.
Page designed by
Erik A. Johnson
(JohnsonE@usc.edu).