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Abstract

In civil engineering, structural integrity and safety are of utmost importance as the consequences of failure are devastating. Maintaining the structural integrity becomes particularly important when the structures are subjected to severe earthquakes and strong wind-loading. Various passive and active control means have been considered to avoid catastrophic failure due to seismic or wind excitations. In this paper, a new class of hybrid actuators is presented which consists of a piezoelectric stack actuator combined with a viscoelastic damper to form a passive/active brace system (PAB). The actuator is used for mitigating structural dynamic responses of a three-storey structure subjected to simulated earthquakes loading. The proposed hybrid actuator is selected because it combines the attractive attributes of active and passive systems as well as because it has high stiffness-weight ratio, high frequency bandwidth, and low power consumption.The theoretical and experimental performance characteristics of the three-storey structure with the hybrid PAB actuator are presented. Comparisons are also included when the structure is controlled with conventional viscoelastic dampers or conventional active control braces that operate without any viscoelastic damping. These comparisons emphasize the effectiveness of the hybrid actuator in damping out simulated seismic vibrations.

Variable stiffness smart structure systems to mitigate seismic induced building damages

“…Semiactive variable stiffness was applied to the isolation system and resulted in improved performance of bearing displacement over that of a passive system. Han et al [29] developed a hybrid of piezoelectric actuator and viscoelastic (VE) damper with the intention of improving reliability and performance over that of only a VE damper. Lin et al [30] combined a mass damper system with a semi-active friction system to improve energy dissipation characteristics.…”