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This chapter discusses viscous and viscoelastic dampers used for structural vibration control and seismic protection. It describes the hysteretic behavior of linear and nonlinear viscous dampers, where linear dampers produce force proportional to velocity while nonlinear dampers control force during velocity spikes. Viscoelastic dampers utilize the storage and loss moduli of viscoelastic materials. The chapter also covers dynamic analysis of structures with dampers, existing damper designs, design of damped

Author

Noor Mohd

Language

EN