H2-based control strategies for civil engineering structures

Journal of Structural Control

Volumn 10, Issue 3-4, 2003, Pages 205-230

  Yang, Jann N ^a   Lin, Silian ^a   Jabbari, Faryar ^b  

^a University of California at Irvine   (United States)

^b UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Bridge benchmark problem; Dynamic output feedback control; H2 based control; Linear matrix inequality; Multi objective control; Wind excited benchmark building

Indexed keywords

BENCHMARKING; CONSTRAINT THEORY; CONTROL SYSTEM ANALYSIS; EARTHQUAKES; FEEDBACK CONTROL; OPTIMIZATION; STRUCTURAL ANALYSIS;

BRIDGE BENCHMARK PROBLEM; DYNAMIC OUTPUT FEEDBACK CONTROL; H2-BASED CONTROL; LINEAR MATRIX INEQUALITY (LMI); MULTI-OBJECTIVE CONTROL; WIND-EXCITED BENCHMARK BUILDING;

CIVIL ENGINEERING;

EID: 13244263846     PISSN: 11228385     EISSN: None     Source Type: Journal    
DOI: 10.1002/stc.26     Document Type: Conference Paper

References (43)

1. Housner GW, Bergman LA, Caughey TK, et al. Structural control: past, present, and future. Journal of Engineering Mechanics (ASCE) 1997; 123(9):897-971.
2. Spencer BF, Sain MK. Controlling buildings: a new frontier in feedback. IEEE Control Systems 1997;17(6): 19-35.
3. Yang JN, Agrawal AK. Protective systems for high-technology facilities against microvibration and earthquake. International Journal of Structural Engineering and Mechanics 2000; 10(6):561-575.
4. Yang JN, Kim JH, Agrawal AK. A resetting semi-active stiffness damper for seismic response control. Journal of Structural Engineering (ASCE) 2000; 126(12):1427-1433.
5. Yang JN, Agrawal AK. Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes. Engineering Structures 2002; 24:271-280.
6. 2 performances. Earthquake Engineering and Structural Dynamics 2002; 31(4):921-936.
7. Yang JN. Application of optimal control theory to civil engineering structures. Journal of Engineering Mechanics (ASCE) 1975; 101(EM6):819-838.
8. Spencer BF, Suhardjo J, Sain MK. Frequency domain optimal control strategies for aseismic protection. Journal of Engineering Mechanics (ASCE) 1994; 120(1):135-158.
9. Schmitendorf WE, Jabbari F, Yang JN. Robust control techniques for buildings under earthquake excitation. Earthquake Engineering and Structural Dynamics 1994; 23(5):539-552.
10. Jabbari F, Schmitendorf WE, Yang JN. H-infinity control for seismic-excited buildings with accelerations feedback. Journal of Engineering Mechanics (ASCE) 1995; 21(9):994-1002.
11. Kose IE, Schmitendorf WE, Jabbari F,Yang JN. H-infinity active seismic response control using static output feedback. Journal of Engineering Mechanics (ASCE) 1996; 122(7):651-659.
12. Kose IE, Jabbari F, Schmitendorf WE, Yang JN. Controllers for quadratic stability and performance of a benchmark problem. Earthquake Engineering and Structural Dynamics 1998; 27(11):1385-1397.
13. Yang JN, Wu JC, Reinhorn AM, Riley M, Schmitendorf WE, Jabbari F. Experimental verifications of H-infinity and sliding mode control for seismic-excited buildings. Journal of Structural Engineering (ASCE) 1996; 122(1):69-75.
14. Alt TR, Jabbari F, Yang JN. Reliable control design for building under seismic excitation. Earthquake Engineering and Structural Dynamics 2000; 29:241-257.
15. Yang JN, Wu JC, Agrawal AK. Sliding mode control of seismic-excited linear structures. Journal of Engineering Mechanics (ASCE) 1995; 121(12):1386-1390.
16. Yang JN, Wu JC, Agrawal AK. Sliding mode control of nonlinear and hysteretic structures. Journal of Engineering Mechanics (ASCE) 1995; 121(12):1330-1339.
17. Yang JN, Wu JC, Kawashima K, Unjoh S. Hybrid control of seismic-excited bridge structures. Earthquake Engineering and Structural Dynamics 1995; 24(11):1437-1451.
18. Yang JN, Wu JC, Li Z. Control of seismic-excited buildings using active variable stiffness systems. Engineering Structures 1996; 18(8):589-596.
19. Yang JN, Wu JC, Reinhorn AM, Riley M. Control of sliding-isolated buildings using sliding mode control. Journal of Structural Engineering (ASCE) 1996; 122(2):83-91.
20. Yang JN, Wu JC, Agrawal AK, Hsu SY. Sliding mode control with compensators for wind and seismic response control. Earthquake Engineering and Structural Dynamics 1997; 26:1137-1156.
21. Agrawal AK, Yang JN. Optimal polynomial control of seismic-excited linear structures. Journal of Engineering Mechanics (ASCE) 1996; 122(8):753-761.
22. Agrawal AK, Yang JN. Static output polynomial control for linear structures. Journal of Engineering Mechanics (ASCE) 1997; 123(9):639-643.
23. Agrawal AK, Yang JN,Wu JC. Applications of optimal polynomial controller to a benchmark problem. Earthquake Engineering and Structural Dynamics 1998; 27(11):1291-1302.
24. Yang JN, Agrawal AK, Chen S. Optimal polynomial control of seismically excited non-linear and hysteric structures. Earthquake Engineering and Structural Dynamics 1996; 25(11):1211-1230.
25. Johnson EA, Voulgaris PG, Bergman LA. Multiobjective optimal structural control of the Notre Dame Building model benchmark. Earthquake Engineering and Structural Dynamics 1998; 27:1165-1187.
26. Whorton MS, Calise AJ, Hsu C-C. A study of fixed-order mixed norm designs for a benchmark problem in structural control. Earthquake Engineering and Structural Dynamics 1998; 27:1315-1330.
27. Wan YK, Ghaboussi J, Venini P, Nikzad K. Control of structures using neural networks. Smart Materials and Structures 1995; 4(3):49-57.
28. Yang JN, Li Z, Wu JC, Hsu IR. Control of sliding-isolated buildings using dynamic linearization. Engineering Structures 1994; 16(6):437-444.
29. Agrawal AK,Yang JN. Design of passive energy dissipation systems based on LQR methods. Journal of Intelligent Materials Systems and Structures 1999; 10(12):933-944.
30. Agrawal AK,Yang JN. Optimal placement of passive dampers on buildings using combinatorial optimization. Journal of Intelligent Materials Systems and Structures 1999; 10(12):997-1014.
31. Spencer BF, Dyke SJ, Deoskar HS. Benchmark problems in structural control-part 1: active mass driver system: active tendon system. Earthquake Engineering and Structural Dynamics 1998; 27(11): 1127-1147.
32. Ohtori Y, Christenson RE, Spencer BF, Dyke SJ. Summary of benchmark control problems for seismically excited nonlinear buildings. Proceedings of the 14th Engineering Mechanics Conference, Texas, 2000. CD-ROM. Website: http://www.nd. edu/~quake/bench.html
33. Yang JN, Agrawal AK, Samali B,Wu JC. A benchmark problem for response control of wind-excited tall buildings. Proceedings of the 14th Engineering Mechanics Conference, Texas, CD-ROM, Website: http://www-ce.engr.ccny.-cuny.edu/ people/faculty/agrawal/benchmark.html Journal of Engineering Mechanics (ASCE) 2003 (in press).
34. Dyke SJ, Caicedo JM, Turan G, Bergman LA, Hague S. Phase I benchmark control problem for seismic response of cable-stayed bridges. Journal of Structural Engineering: Special Issue on Semi-active Control 2003; 129(7).
35. Caicedo JM, Dyke SJ, Moon SJ, Bergman LA, Turan G, Hague S. Phase II benchmark control problem for seismic response of cable-stayed bridges. Journal of Structural Control 2003; 10:137-168.
36. Yang JN, Lin S, Jabbari F. Linear multi-objective control strategies for wind-excited buildings. Journal of Engineering Mechanics (ASCE) 2003.
37. ∞, constraints. Journal of Dynamic Systems, Measurement, and Control (ASME) 1992; 114:329-338.
38. Boyd S, El Ghaoui L, Feron E, Balakrishnan V. Linear Matrix Inequalities in System and Control Theory. SIAM: Philadelphia, 1994.
39. ∞ with pole placement constraints: an LMI approach (linear matrix inequalities). IEEE Transactions on Automatic Control 1996; 41(3):358-368.
40. 2 control problem. Automatica 1993; 29(2):373-385.
41. Abedor J, Nagpal K, and Poolla K. A linear matrix inequality approach to peak-to-peak gain minimization. International Journal of Robust and Nonlinear Control 1996; 6(9):899-927.
42. Zhou K, Doyel JC, Glover K. Robust and Optimal Control. Prentice Hall: Upper Saddle River, N.J. 1996.
43. ∞, control problem: LMI existence conditions and state space formulas. Automatica 1994; 30(8); 1307-1317.