A consistent degrading Bouc–Wen model

•We apply two modifications to the Bouc–Wen type model by Sivaselvan and Reinhorn [3].•The first corrects the loading history problem in the stiffness degradation rule.•The second is related to compatibility with plasticity postulates.•Numerical examples are presented for a sdof system demonstrating...

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Veröffentlicht in:Engineering structures 2014-02, Vol.60, p.235-240
Hauptverfasser: Kottari, A.K., Charalampakis, A.E., Koumousis, V.K.
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container_title Engineering structures
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creator Kottari, A.K.
Charalampakis, A.E.
Koumousis, V.K.
description •We apply two modifications to the Bouc–Wen type model by Sivaselvan and Reinhorn [3].•The first corrects the loading history problem in the stiffness degradation rule.•The second is related to compatibility with plasticity postulates.•Numerical examples are presented for a sdof system demonstrating the modifications. In this work, a consistent smooth Bouc–Wen-type degrading hysteretic model is presented which incorporates stiffness degradation, strength deterioration, pinching, asymmetric hysteresis and strain-hardening characteristics. The smooth rate-independent model originally proposed by Bouc [1] and later extended by Wen [2] was further developed by Sivaselvan and Reinhorn [3] to incorporate degradation phenomena. This is extended herein to incorporate two specific modifications; one accounting for the loading history effect in stiffness degradation, pointed out by Wang and Foliente [4], and another related to compatibility with plasticity postulates. The latter is independently enforced based on the method developed by Charalampakis and Koumousis [5], eliminating the model’s displacement drift, force relaxation and non-closure of hysteretic loops when subjected to short unloading–reloading paths. Numerical examples are presented for a single-degree-of-freedom system demonstrating the effect of the modifications, particularly for seismic excitations.
doi_str_mv 10.1016/j.engstruct.2013.12.025
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In this work, a consistent smooth Bouc–Wen-type degrading hysteretic model is presented which incorporates stiffness degradation, strength deterioration, pinching, asymmetric hysteresis and strain-hardening characteristics. The smooth rate-independent model originally proposed by Bouc [1] and later extended by Wen [2] was further developed by Sivaselvan and Reinhorn [3] to incorporate degradation phenomena. This is extended herein to incorporate two specific modifications; one accounting for the loading history effect in stiffness degradation, pointed out by Wang and Foliente [4], and another related to compatibility with plasticity postulates. The latter is independently enforced based on the method developed by Charalampakis and Koumousis [5], eliminating the model’s displacement drift, force relaxation and non-closure of hysteretic loops when subjected to short unloading–reloading paths. 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source ScienceDirect Journals (5 years ago - present)
subjects Accounting
Applied sciences
Asymmetry
Bouc–Wen
Buildings. Public works
Computation methods. Tables. Charts
Degradation
Deterioration
Exact sciences and technology
Geotechnics
Hysteresis
Mathematical models
Plasticity postulates
Stiffness
Stiffness degradation
Strain hardening
Strength deterioration
Stresses. Safety
Structural analysis. Stresses
Structure-soil interaction
title A consistent degrading Bouc–Wen model
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