Extended Rayleigh Damping Model

In dynamic analysis, frequency domain analysis can be used if the entire structure is linear. However, time history analysis is generally used if nonlinear elements are present. Rayleigh damping has been widely used in time history response analysis. Many articles have reported the problems associat...

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Main Author: Naohiro Nakamura
Format: Article
Language:English
Published: Frontiers Media S.A. 2016-07-01
Series:Frontiers in Built Environment
Subjects:
Online Access:http://journal.frontiersin.org/Journal/10.3389/fbuil.2016.00014/full
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author Naohiro Nakamura
author_facet Naohiro Nakamura
author_sort Naohiro Nakamura
collection DOAJ
description In dynamic analysis, frequency domain analysis can be used if the entire structure is linear. However, time history analysis is generally used if nonlinear elements are present. Rayleigh damping has been widely used in time history response analysis. Many articles have reported the problems associated with this damping and suggested remedies. A basic problem is that the frequency area across which the damping ratio is almost constant is too narrow. If the area could be expanded while incurring only a small increase in computational cost, this would provide an appropriate remedy for this problem. In this study, a novel damping model capable of expanding the constant frequency area by more than five times was proposed based on the study of a causal damping model. This model was constructed by adding two terms to the Rayleigh damping model and can be applied to the linear elements in the time history analysis of a nonlinear structure. The accuracy and efficiency of the model were confirmed using example analyses.
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spelling doaj.art-b778906d3fe64e30a7656f73c367182e2022-12-22T01:48:37ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622016-07-01210.3389/fbuil.2016.00014183825Extended Rayleigh Damping ModelNaohiro Nakamura0Hiroshima UniversityIn dynamic analysis, frequency domain analysis can be used if the entire structure is linear. However, time history analysis is generally used if nonlinear elements are present. Rayleigh damping has been widely used in time history response analysis. Many articles have reported the problems associated with this damping and suggested remedies. A basic problem is that the frequency area across which the damping ratio is almost constant is too narrow. If the area could be expanded while incurring only a small increase in computational cost, this would provide an appropriate remedy for this problem. In this study, a novel damping model capable of expanding the constant frequency area by more than five times was proposed based on the study of a causal damping model. This model was constructed by adding two terms to the Rayleigh damping model and can be applied to the linear elements in the time history analysis of a nonlinear structure. The accuracy and efficiency of the model were confirmed using example analyses.http://journal.frontiersin.org/Journal/10.3389/fbuil.2016.00014/fulllinear analysisRayleigh dampingTime history response analysisFrequency independencyCauusal hysteretic damping
spellingShingle Naohiro Nakamura
Extended Rayleigh Damping Model
Frontiers in Built Environment
linear analysis
Rayleigh damping
Time history response analysis
Frequency independency
Cauusal hysteretic damping
title Extended Rayleigh Damping Model
title_full Extended Rayleigh Damping Model
title_fullStr Extended Rayleigh Damping Model
title_full_unstemmed Extended Rayleigh Damping Model
title_short Extended Rayleigh Damping Model
title_sort extended rayleigh damping model
topic linear analysis
Rayleigh damping
Time history response analysis
Frequency independency
Cauusal hysteretic damping
url http://journal.frontiersin.org/Journal/10.3389/fbuil.2016.00014/full
work_keys_str_mv AT naohironakamura extendedrayleighdampingmodel