Research Article

Study on Vibration Control and Parameters Influence of Cable Inerter Viscous Damping System

Table 1

λ p and λr of original structure under earthquake and fluctuating wind.

InputEl centroTaftChi-chiKobeFluctuating wind

λ p (%)36.1049.3230.8638.1836.99
λ r (%)69.1262.1751.9061.6140.72