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author:

Liu, Tao (Liu, Tao.) [1] | Zordan, Tobia (Zordan, Tobia.) [2] | Zhang, Qilin (Zhang, Qilin.) [3] | Briseghella, Bruno (Briseghella, Bruno.) [4] (Scholars:BRUNO BRISEGHLLA)

Indexed by:

EI Scopus SCIE

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. (C) 2015 American Society of Civil Engineers.

Keyword:

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

Community:

  • [ 1 ] [Liu, Tao]Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
  • [ 2 ] [Zordan, Tobia]Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
  • [ 3 ] [Zhang, Qilin]Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
  • [ 4 ] [Briseghella, Bruno]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Fujian, Peoples R China

Reprint 's Address:

  • [Liu, Tao]Tongji Univ, Dept Struct Engn, Siping Rd 1239, Shanghai 200092, Peoples R China

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Source :

JOURNAL OF STRUCTURAL ENGINEERING

ISSN: 0733-9445

Year: 2015

Issue: 11

Volume: 141

1 . 7

JCR@2015

3 . 7 0 0

JCR@2023

ESI Discipline: ENGINEERING;

ESI HC Threshold:183

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 21

SCOPUS Cited Count: 29

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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