Dynamic response and control of hysteretic structures

Simulation Modelling Practice and Theory

Volumn 11, Issue 5-6, 2003, Pages 371-385

  Baratta, A ^a   Corbi, O ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Active vibration control of civil structures; Elastic plastic vibrating behaviour; Seismic type action

Indexed keywords

ALGORITHMS; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; ELASTOPLASTICITY; FUNCTIONS; HYSTERESIS; MATHEMATICAL MODELS; PROBLEM SOLVING; SHEAR DEFORMATION; VIBRATION CONTROL;

ACTIVE VIBRATION CONTROL OF CIVIL STRUCTURES; ELASTIC-PLASTIC VIBRATING BEHAVIOR; SEISMIC TYPE ACTION;

STRUCTURAL ANALYSIS;

EID: 1642286677     PISSN: 1569190X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1569-190X(03)00058-3     Document Type: Conference Paper

References (11)

1. K. Asano, H. Nakagawa, Seismic random response of elasto-plastic systems under active saturation control force, in: 1st International Workshop on Structural Control, Honolulu Hawaii, 1993.
2. A. Baratta, O. Corbi, An optimal approach to linear control of elastic-plastic structures, in: 13th ASCE Engineering Mechanical Specialty Conference, Baltimore, MD, 1999.
3. A. Baratta, O. Corbi, Structural dynamic response reduction by a control law acting in the plastic domain, in: 12th World Conference Earthquake Engineering, Auckland, New Zealand, 2000.
4. Baratta A., Cennamo C., Voiello G. Design of linear active control algorithms for non-stationary unknown forcing function. J. Struct. Ctrl. 2:1998;7-31.
5. Nakagawa H. Seismic random response analysis of MDOF elasto-plastic systems under active saturation control force. J. Struct. Const. Eng. AIJ. 1995;107-114.
6. Maier G. Upper bounds on deformations of elastic work-hardening structures in the presence of dynamic second order effects. J. Struct. Mech. 2:1973;265-280.
7. Martin J.B., Ponter A.R.S. Bounds for impulsively loaded plastic structures. J. Eng. Mech. Division. 98:1972;107-119.
8. Tomasula D.P., Spencer B.F. Jr., Sain M.K. Nonlinear control strategies for limiting dynamic response extremes. J. Eng. Mech. ASCE. 183(3):1996;218-229.
9. D.P. Tomasula, B.F. Spencer Jr., M.K. Sain, Limiting extreme structural responses using an efficient nonlinear control law, in: 1st World Conference on Structural Control, vol. 3, 1994, pp. 22-31.
10. Yamada K., Kobori T. Fundamental dynamics and control strategies for aseismic structural control. Int. J. Solid Struct. 38:2001;6079-6121.
11. Yang J.N., Agrawal A.K., Chen S. Optimal polynomial control for seismically excited non-linear and hysteretic structures. J. Earthq. Eng. Struct. Dynam. 25(11):1996;1211-1230.