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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 (12) Metallic Dampers 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 (12) Metallic Dampers Instructor: Andrei M. Reinhorn P.Eng. D.Sc. Professor of Structural Engineering
Metallic Hysteretic Dampers • Models and Implemented Devices
Flexural Plate Device (b/L)x Max: stresses at all sections 1) Mx = P x 2) Wx = (b/L )x t2 /6 3) fx = 6 P / t2 (b/L) Stress constant at all sections: L x t P
Sivaselvan-Reinhorn ModelMCEER Report #MCEER-99-0018 Model used in IDARC2DVer.5.0
Sivaselvan & Reinhorn, 1999
Friction (Hysteretic) Dampers • Models and Implemented Devices