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Construction principle of NES shock absorber and its application in frame structure

Haixu Yang (College of Civil Engineering, Northeast Forestry University, Harbin, China)
Feng Zhu (College of Civil Engineering, Northeast Forestry University, Harbin, China)
Haibiao Wang (College of Civil Engineering, Northeast Forestry University, Harbin, China)
Liang Yu (Greenland Group, Harbin, China)
Ming Shi (College of Civil Engineering, Northeast Forestry University, Harbin, China)

Multidiscipline Modeling in Materials and Structures

ISSN: 1573-6105

Article publication date: 2 January 2020

Issue publication date: 15 June 2020

98

Abstract

Purpose

The purpose of this paper is to describe the structure of nonlinear dampers and the dynamic equations, and nonlinear realization principles and optimize the parameters of nonlinear dampers. Using the finite element method to analyze the seismic performance of the frame structure with shock absorber.

Design/methodology/approach

The nonlinear shock absorber was installed in a six-storey reinforced concrete frame structure to study its seismic performance. The main structure was designed according to the eight degree seismic fortification intensity, and the time history dynamic analysis was carried out by Abaqus finite element software. EL-Centro, Taft and Wenchuan seismic record were selected to analyze the seismic response of the structure under different magnitudes and different acceleration peaks.

Findings

Through the principle study and parameter analysis of the nonlinear shock absorber, combined with the finite element simulation results, the shock absorption performance and shock absorption effect of the nonlinear energy sink (NES) nonlinear shock absorber are given as follows: first, the damping of the NES shock absorber is satisfied, and the linear spring stiffness and nonlinear stiffness of the shock absorber are based on the relationship k1=kn×kl2, so that the spring design length is fixed, and the linear stiffness of the shock absorber can be obtained. The nonlinear shock absorber has the characteristics of high rigidity and frequency bandwidth, so that the frequency is infinitely close to the frequency of the main structure, and when the mass of the shock absorber satisfies between 0.056 and 1, a good shock absorption effect can be obtained, and the reinforced concrete with the shock absorber is obtained. The frame structure can effectively reduce the seismic response, increase the natural vibration period of the structure and reduce the damage loss of the structure. Second, the spacer and each additional shock absorber have a small difference in shock absorption effect. After the shock absorber parameters are accurately calculated, the number of installations does not affect the shock absorption effect of the structure. Therefore, the shock absorber is properly constructed and accurately calculated. Parameters can reduce costs.

Originality/value

New shock absorbers reduce earthquake-induced damage to buildings.

Keywords

Acknowledgements

The research was supported by grants from the Fundamental Research Funds for the Central Universities (2572018BJ01) and Fostering Project of Major Fundamental Scientific Research Business Expenses in Central Colleges and Universities (2572016EBCI) and Fundamental Research Funds for the Central Universities (2572019BJ03).

Citation

Yang, H., Zhu, F., Wang, H., Yu, L. and Shi, M. (2020), "Construction principle of NES shock absorber and its application in frame structure", Multidiscipline Modeling in Materials and Structures, Vol. 16 No. 4, pp. 625-645. https://doi.org/10.1108/MMMS-04-2019-0066

Publisher

:

Emerald Publishing Limited

Copyright © 2020, Emerald Publishing Limited

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