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author:

Liu, T. (Liu, T..) [1] | Zordan, T. (Zordan, T..) [2] | Zhang, Q. (Zhang, Q..) [3] | Briseghella, B. (Briseghella, B..) [4]

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Scopus

Abstract:

An improved formula to determine the equivalent viscous damping ratio of a single-degree-of-freedom (SDOF) bilinear oscillator is proposed in this paper, which simultaneously considers the influence of the initial period, ductility ratio, and strain hardening ratio. A large number of parameters are considered in order to present comprehensive results. Based on the assumption of secant stiffness, several equivalent linearization approaches are evaluated through parametric analyses. Then, optimization analyses are performed using a genetic algorithm to identify the variation trend of optimal damping ratios. A new formula of an equivalent viscous damping ratio is proposed by nonlinear regression analyses of the optimal damping ratios. Finally, the proposed approach is validated and the results show that the proposed approach leads to better estimates of maximum inelastic displacement response in the entire parameter space considered in this study when compared with other equivalent linearization approaches. © 2015 American Society of Civil Engineers.

Keyword:

Bilinear model; Ductility ratio; Equivalent viscous damping; Initial period; Seismic effects; Strain hardening ratio

Community:

  • [ 1 ] [Liu, T.]Dept. of Structural Engineering, Tongji Univ., Siping Rd. 1239, Shanghai, 200092, China
  • [ 2 ] [Zordan, T.]Dept. of Structural Engineering, Tongji Univ., Siping Rd. 1239, Shanghai, 200092, China
  • [ 3 ] [Zhang, Q.]Dept. of Structural Engineering, Tongji Univ., Siping Rd. 1239, Shanghai, 200092, China
  • [ 4 ] [Briseghella, B.]College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian, 350108, China

Reprint 's Address:

  • [Liu, T.]Dept. of Structural Engineering, Tongji Univ., Siping Rd. 1239, China

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Source :

Journal of Structural Engineering (United States)

ISSN: 0733-9445

Year: 2015

Issue: 11

Volume: 141

1 . 7

JCR@2015

3 . 7 0 0

JCR@2023

ESI HC Threshold:183

JCR Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 28

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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