Passive and active control of three‐dimensional buildings

Recent Advances in Bidirectional Modeling and Structural Control

“…It uses small populations to solve the optimization problem embedded in the semiactive control. GA is used to optimize dampers passive parameters and controller gain in [95].…”

Optimal design of semi active control for adjacent buildings connected by MR damper based on integrated fuzzy logic and multi-objective genetic algorithm

“…Another trend in the development of a FLC system is to combine genetic algorithms (GA) as an optimization tool in designing control systems [26,[33][34][35][36][37][38][39]. Optimizing the dampers to mitigate seismic damage for adjacent buildings has hitherto not been investigated well in spite of enhancing structural control concepts in the structural vibration control through the application of optimization in an integrated genetic algorithm (GA)-FLC.…”

“…Minimizations of the peak inter-storey drift and displacement related to ground responses are the two objectives of this study. A global optimization method which is a modification of the binary coded genetic algorithm adopted by Arfiadi and Hadi [35,36] has been used. Binary coded GA is used to derive an adaptive method for selection of fuzzy rules of the FLC system.…”

Active Tendon Control of Torsionally Irregular Structures under Near‐Fault Ground Motion Excitation

“…() compared single‐ and multiple‐input control systems, using active tendon for different settlement cases. Arfiadi and Hadi () investigated the placements of active and passive control systems for three‐dimensional structures under wind and earthquake loadings. Bakioglu and Aldemir () proposed a new algorithm for the suboptimal solution of the optimal closed‐open‐loop control based on the prediction of earthquake excitation using the Taylor series and the Kalman filter.…”