4.6 Article

Shaking table test study on seismic performance of RC frame structure with NES

Journal

STRUCTURES
Volume 47, Issue -, Pages 153-164

Publisher

ELSEVIER SCIENCE INC
DOI: 10.1016/j.istruc.2022.11.057

Keywords

Passive control technology; Nonlinear energy sink; RC frame structure; Shaking table experiment

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This paper studies a new type of nonlinear vibration absorber NES (Nonlinear Energy Sink), which belongs to the structural passive control technology and consists of a horizontal track and an additional mass block. The NES absorbs and dissipates energy by generating a horizontal nonlinear restoring force, reducing the response of the main structure. The theoretical analysis and shaking table test show that the NES has good energy dissipation and shock absorption effect under moderate to strong earthquakes, and can improve the seismic performance of damaged RC frame structures.
A new type of nonlinear vibration absorber NES (Nonlinear Energy Sink) studied in this paper belongs to the structural passive control technology, which consists of a horizontal track and an additional mass block. Acting as a damper absorb and dissipate energy, the NES completes the target energy transfer by generating a horizontal nonlinear restoring force and reduces the response of the main structure. In this paper theoretical analysis of the new NES was analyzed by the expression of the restoring force of the NES and the equation of motion of the additional NES system are deduced. Shaking table test was carried out on the 1:4 scale RC frame structure model installed with the new NES shock absorber, focusing on the research on the energy dissipation and shock ab-sorption effect of the NES shock absorber, and whether it can improve the seismic performance of the RC frame structure damaged in the earthquake. The results show that the NES installed in the RC frame structure has sufficient nonlinear displacement and energy dissipation capacity under the moderate and strong earthquakes, showing a very good energy dissipation and shock absorption effect. The NES can reduce the top story displacement and acceleration response of the main structure under the action of earthquake; the top story displacement and absolute acceleration response are related to the natural frequency of the frame and the spectral characteristics of seismic waves, so that the vibration control effect is affected by the frequency spectrum of seismic waves. In the frequency domain analysis of the frame dynamic response, the nonlinear energy well exhibits the characteristics of broadband control. This type of NES significantly reduces the seismic response of damaged structures, improves the seismic performance of damaged structures under moderate to strong earth-quakes, and decreases the risk of potential collapse and construction costs during earthquake aftershocks.

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