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212 Ketter Hall, North Campus, Buffalo, NY 14260 www.civil.buffalo.edu Fax: 716 645 3733 Tel: 716 645 2114 x 2400 Control of Structural Vibrations Lecture #5 Devices and Models (2) Instructor: Andrei M. Reinhorn P.Eng. D.Sc. Professor of Structural Engineering.
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212 Ketter Hall, North Campus, Buffalo, NY 14260 www.civil.buffalo.edu Fax: 716 645 3733 Tel: 716 645 2114 x 2400 Control of Structural Vibrations Lecture #5 Devices and Models (2) Instructor: Andrei M. Reinhorn P.Eng. D.Sc. Professor of Structural Engineering
Friction (Hysteretic) Dampers • Models and Implemented Devices
Sivaselvan-Reinhorn ModelMCEER Report #MCEER-99-0018 Friction Model: K0 = Very large, or a = 0, 1 = 2 = 0.5 Model used in IDARC2DVer.5.0
Re-Centering Dampers and Energy Dissipation Devices • Models and Implemented Devices
K1= K (1 + …) K1= K (1 + …) K2= K (1 - …) P=P0 sgn x + K x [ 1 + tan a0 sgn (dx/dt) ] .. P0 = Preload
Re-Centering Devices Jarret Elastomeric Spring Damper (Mander et al., 1997)
Shape Memory Alloy • Materials which experience re-centering hysteresis • Nickel - Titanium Alloy, etc.
Other Dampers and Energy Dissipation Devices • Special Implementations
Tuned Mass Dampers • Models and Implemented Devices