Experimental Evaluation of a Hybrid Vibration Control System for Antenna Masts atop Super-High-Rise Structures via Combined Shake Table–Wind Tunnel Tests
Antenna masts atop super-high-rise structures (AM–SHRSs) are highly susceptible to whiplash effects and fatigue damage under concurrent earthquake–wind excitations. To enhance their resilience, a hybrid vibration control system (HVCS) composed of isolation bearings, viscous dampers, and metallic dampers was develop...