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Author:

Wu, Shan (Wu, Shan.) | He, Haoxiang (He, Haoxiang.) (Scholars:何浩祥) | Wang, Baoshun (Wang, Baoshun.)

Indexed by:

EI

Abstract:

Accurate calculation of the additional damping ratio provided by the damper to the structure is a necessary parameter for evaluating and selecting the optimal damping design scheme. At present, bilinear model is usually adopted to calculate the additional damping ratio of buckling-restrained brace (BRB) and metal damper, but this method is not accurate. The hysteretic characteristics of the dampers can be simulated accurately by Bouc–Wen model. However, the traditional expression of Bouc–Wen model is implicit, and its energy dissipation cannot directly be quantified. In view of this, the explicit analysis of Bouc–Wen model is carried out, and the analytical solution of energy dissipation of this model is proposed. Furthermore, the formula for calculating the additional damping ratio is obtained. The correctness of the analytical solution is verified by numerical examples, and compared with the bilinear model, the superiority of the proposed method in the calculation accuracy is proved. The effect of the Bouc–Wen model parameters on the additional damping ratio is studied. The difference between Bouc–Wen model and bilinear model with various earthquake excitations is proved by finite element method, and the difference of dynamic response between the damping structures based on different damper models is shown and compared. © 2021 John Wiley & Sons, Ltd.

Keyword:

Numerical methods Energy dissipation Damping Analytical models

Author Community:

  • [ 1 ] [Wu, Shan]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, China
  • [ 2 ] [He, Haoxiang]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, China
  • [ 3 ] [Wang, Baoshun]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, China

Reprint Author's Address:

  • 何浩祥

    [he, haoxiang]beijing key lab of earthquake engineering and structural retrofit, beijing university of technology, beijing, china

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Source :

Structural Design of Tall and Special Buildings

ISSN: 1541-7794

Year: 2021

Issue: 6

Volume: 30

2 . 4 0 0

JCR@2022

ESI HC Threshold:87

JCR Journal Grade:2

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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