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Palabras clave – provistas por la editorial

stay cable; vibration control; hybrid control; inertial mass damper; viscous damper; passive vibration control; inerter system; cable bracing; parametric study; optimal design; tuned mass damper; inerter; high-rise buildings; wind tunnel test; wind-induced response; structural control; synchronous multi-point pressure measurement; seismic protection; displacement-dependent damping; stochastic dynamic analysis; metal damper; performance parameter; cyclic loading test; hysteretic behavior; energy dissipation capability; multi-degree of freedom; graphical approach; suspension bridges; seismic test; pushover test; precast concrete structure; shake table; Base-Isolated Buildings; bearing displacement; STMD; MTMDs; d-MTMDs; incremental dynamic analysis; earthquake; energy dissipation; “double-step” characteristics; stiffness lifting; seismic performance; horizontal connection; prefabricated shear wall structural systems; high-tech factory; lead rubber bearing; moving crane; soil structure interaction; vibration; wind load; motion-based design; uncertainty conditions; constrained multi-objective optimization; reliability analysis; passive structural control; cable-stayed bridges; adjacent buildings; seismic pounding; energy-dissipation systems; distributed damping systems; optimal placement; multibuilding systems; hybrid genetic algorithm; parallel computing; pounding protection; seismic isolation; energy dissipation devices; negative stiffness device; damped structures