Local resonance metamaterials have addressed the limitations of Bragg scattering‐type periodic structures in low‐frequency applications, providing a new path for the development of new seismic systems. However, achieving broadband attenuation of low‐frequency seismic waves within a compact structural design remains challenging. This article presents a novel local resonance seismic metamaterial (SM) with an ultra‐low frequency broad bandgap. It consists of an external steel frame, peripheral steel connecting beams, bottom rubber cushions, and a central steel resonator. By combining dispersion analysis and acoustic cone methods to calculate its bandgap, the attenuation range of the SM is clarified, and the influence of structural parameter changes on the upper and lower limits of bandgap is discussed. The results demonstrate that the attenuation domain can be further broadened through parameter gradient design, and frequency domain analysis confirms that the proposed gradient local resonance SM can achieve broadband seismic wave attenuation from 1.0611 to 10.895 Hz. Finally, time‐domain analysis elucidates the dynamic response of the SM, further validating the study's effectiveness. The SM proposed herein has practical and economic applications in surface vibration isolation, effectively protecting large infrastructure and civil engineering structures.
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