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contributor authorTao Liu
contributor authorTobia Zordan
contributor authorQilin Zhang
contributor authorBruno Briseghella
date accessioned2017-05-08T22:10:43Z
date available2017-05-08T22:10:43Z
date copyrightNovember 2015
date issued2015
identifier other37225640.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72898
description abstractAn 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.
publisherAmerican Society of Civil Engineers
titleEquivalent Viscous Damping of Bilinear Hysteretic Oscillators
typeJournal Paper
journal volume141
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001262
treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 011
contenttypeFulltext


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