Generalized linear quadratic Gaussian techniques for the wind benchmark problem

Journal of Engineering Mechanics

Volumn 130, Issue 4, 2004, Pages 466-470

  Pham, K D ^a   Jin, G ^a   Sain, M K ^a   Spencer Jr , B F ^b   Liberty, S R ^c  

^a University of Notre Dame   (United States)

^b UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

^c BRADLEY UNIVERSITY   (United States)

Author keywords

Bench marks; Buildings; Gaussian process; High rise; Wind effects

Indexed keywords

BENCHMARKING; CONTROL EQUIPMENT; CONTROL SYSTEM ANALYSIS; STABILITY; WIND;

HANKEL SINGULAR VALUES (HSV); LINEAR QUADRATIC GAUSSIAN (LQG) APPROACH;

TALL BUILDINGS;

DYNAMIC RESPONSE; STRUCTURAL RESPONSE; WIND;

EID: 16544383782     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2004)130:4(466)     Document Type: Article

References (7)

1. Gawronski, W. K. (1994). "A balanced linear quadratic Gaussian compensator for flexible structures." IFAC Automatica, 30(10), 1555-1564.
2. Gawronski, W. K. (1998). Dynamics and control of structures, Springer, New York.
3. Jonckheere, E. A., and Silverman, L. M. (1983). "A new set of invariantsfor linear systems-Application to reduced-order compensator design." IEEE Trans. Autom. Control, 28(10), 953-964.
4. Pham, K. D., Liberty, S. R., Sain, M. K., and Spencer, Jr B. F. (1999). "Generalized risk sensitive building control: Protecting civil structures with multiple cost cumulants." Proc., American Control Conf., sponsored by the American Automatic Control Council, San Diego, 500-504.
5. Spencer, B. F., Jr., Dyke, S. J., and Deoskar, H. S. (1998). "Benchmark problems in structural control. Part I: Active mass driver system." Earthquake Eng. Struct. Dyn., 27(11), 1127-1139.
6. Yang, J. N., Agrawal, A. K., Samali, B., and Wu, J. C. (2000). "A benchmark problem for response control of wind-excited tall buildings." , (August 18, 2001).
7. Zhou, K., Doyle, J., and Glover, K. (1996). Robust and optimal control, Prentice-Hall, Upper Saddle River, N.J.