Effectiveness of resettable energy dissipating devices in seismic response modification of elastic SDoF systems

摘要

Semi-active variable stiffness resettable devices can reduce seismic demands and damages in structures. Despite their advantages, variable stiffness resettable devices are under-utilized mainly because of the shortage of fundamental research in quantifying the sensitivity of key seismic response parameters, and losses, in structures that use such systems for seismic hazard mitigation. Within this setting, the research summarized herein measures the effectiveness of semi-active resettable energy dissipating devices in the Single-Degree-of-Freedom domain aiming at quantifying the sensitivity of their seismic response to variation in control parameters and generating the required knowledge to utilize such semi-active devices in the Multi-Degree-of-Freedom domain. The performance (i.e. maximum relative displacement and peak absolute acceleration demands) of Single-Degree-of-Freedom systems with an array of semi-active control logics under various dynamic excitation regimes is studied. Two sets of 40 ground motions representing various seismic loading conditions (i.e. pulse-like and rock-site ground motions) are used, and an efficient control logic for mitigating these seismic demands is proposed. Numerical results show that proposed control logic enables a decrease of 40-60% for both maximum relative displacement and seismic base shear and 15-25% decrease for peak absolute acceleration. Copyright (c) 2016 John Wiley & Sons, Ltd.