Optimal design of a tuned viscous mass damper enhanced outrigger system

Abstract. A damped outrigger system is presented to improve the seismic performance of the conventional outrigger system by incorporating a tuned viscous mass damper (TVMD) between the core tube and the perimeter columns. An optimal framework of the design parameters of the TVMD is developed, which includes mode superposition technique and fixed-point method. A simplified cantilever beam with distributed parameters represents the deformation characteristic of the core tube in the outrigger system. Mode superposition decouples the continuous system using a general single-degree-of-freedom system. Then, the fixed-point method is proposed to determine the optimal design parameters of the TVMD by minimizing the H_2- norm of the frequency response function of the displacement response of the outrigger system. A numerical study demonstrates that the designed TVMD effectively mitigates the roof displacement.

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Publication Details

Journal
Materials research proceedings
Published
2025-03-13
DOI
https://doi.org/10.21741/9781644903513-20
Primary Topic
Seismic and Structural Analysis of Tall Buildings
Type
article
Field-Weighted Citation Impact
0.00

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article

Optimal design of a tuned viscous mass damper enhanced outrigger system

Dawei Li
Materials research proceedings
Seismic and Structural Analysis of Tall Buildings
article

Optimal design of a tuned viscous mass damper enhanced outrigger system

Dawei Li
article en

Abstract

Abstract. A damped outrigger system is presented to improve the seismic performance of the conventional outrigger system by incorporating a tuned viscous mass damper (TVMD) between the core tube and the perimeter columns. An optimal framework of the design parameters of the TVMD is developed, which includes mode superposition technique and fixed-point method. A simplified cantilever beam with distributed parameters represents the deformation characteristic of the core tube in the outrigger system. Mode superposition decouples the continuous system using a general single-degree-of-freedom system. Then, the fixed-point method is proposed to determine the optimal design parameters of the TVMD by minimizing the H_2- norm of the frequency response function of the displacement response of the outrigger system. A numerical study demonstrates that the designed TVMD effectively mitigates the roof displacement.

Materials research proceedingsVol. 50
Lanzhou University of Technology (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 95%
Seismic and Structural Analysis of Tall Buildings
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