Smart Structures and Systems

Volume 37, Number 4, 2026, pages 323-345

DOI: 10.12989/sss.2026.37.4.323

Seismic damping effectiveness of a new rocking wall tuned mass dampers (RW-TMDs) under dynamic loads

Hang Yin , Wei Nie , Ke Xu , Songlin Wang , Tianbao Liang , Runze Zhang , Shuxian Liu

Abstract

To improve the frequency sensitivity of a single tuned mass damper (TMD) and solve the complexity for multiple tuned mass dampers (MTMD) to determine the control mode and the effective number of TMDs, a new type of MTMD, namely rocking wall tuned mass dampers (RW-TMDs), is proposed in this paper based on the structural characteristics of rocking wall and the damping principle of TMD. To prove the effectiveness of RW-TMDs, theoretical analysis and numerical simulations were used to compare the damping effects of uncontrolled structures and controlled structures with TMD and RW-TMDs, respectively, under Gaussian white noise and different earthquake excitations. The results show that the RW-TMDs arranged along the height of the structure can effectively alleviate the frequency sensitivity of TMD, significantly reducing structural peak and root mean square value of acceleration and displacement. Besides, RW-TMDs with advantages of rocking wall structure can control inter-layer deformation mode and prevent the occurrence of layer collapse mechanism, efficiently. Furthermore, the RW-TMDs can mitigate structural damage degree by increasing the damping energy dissipation and reducing the plastic energy dissipation. Therefore, the RWTMDs have a high potential in practical applications for vibration control of building.

Key Words

energy dissipation; numerical simulation; rocking wall tuned mass damper; theoretical analysis; vibration control

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