Works matching IS 00988847 AND DT 1998 AND VI 27 AND IP 11
Results: 18
Applications of sliding mode control to benchmark problems.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1247, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1247::AID-EQE781>3.0.CO;2-I
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Benchmark problems in structural control: part I-Active Mass Driver system.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1127, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1127::AID-EQE774>3.0.CO;2-F
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Modal space sliding-mode control of structures.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1303, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1303::AID-EQE785>3.0.CO;2-J
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Synthesis of controllers for the Active Mass Driver system in the presence of uncertainty.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1189, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1189::AID-EQE778>3.0.CO;2-S
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Covariance control using closed-loop modelling for structures.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1367, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1367::AID-EQE789>3.0.CO;2-Q
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Neural networks for structural control of a benchmark problem, active tendon system.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1225, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1225::AID-EQE780>3.0.CO;2-T
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' The Benchmark Problem'.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1125, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1125::AID-EQE791>3.0.CO;2-S
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Application of optimal polynomial controller to a benchmark problem.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1291, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1291::AID-EQE784>3.0.CO;2-M
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Multiobjective optimal structural control of the Notre Dame building model benchmark.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1165, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1165::AID-EQE777>3.0.CO;2-8
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Application of ensemble training of a structural controller to the AMD benchmark problem.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1347, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1347::AID-EQE788>3.0.CO;2-V
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Controllers for quadratic stability and performance of a benchmark problem.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1385, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1385::AID-EQE790>3.0.CO;2-J
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Design of.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1277, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1277::AID-EQE783>3.0.CO;2-9
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Robust controller design for the Active Mass Driver benchmark problem.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1149, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1149::AID-EQE776>3.0.CO;2-1
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Probabilistic control for the Active Mass Driver benchmark structural model.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1331, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1331::AID-EQE787>3.0.CO;2-G
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Fuzzy control of structural vibration. An active mass system driven by a fuzzy controller.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1267, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1267::AID-EQE782>3.0.CO;2-D
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Benchmark problems in structural control: part II-active tendon system.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1141, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1141::AID-EQE775>3.0.CO;2-S
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A study of fixed-order mixed norm designs for a benchmark problem in structural control.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1315, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1315::AID-EQE786>3.0.CO;2-9
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Limits of achievable performance and controller design for the structural control benchmark problem.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 11, p. 1203, doi. 10.1002/(SICI)1096-9845(1998110)27:11<1203::AID-EQE779>3.0.CO;2-B
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