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 |
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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. Numerical examples are presented for a single-degree-of-freedom system demonstrating the effect of the modifications, particularly for seismic excitations.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2013.12.025</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>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</subject><ispartof>Engineering structures, 2014-02, Vol.60, p.235-240</ispartof><rights>2013 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c477t-855d20c1bee381a72634d0e6e6e0ec89cf17c2016789110e42fda95fc10401f43</citedby><cites>FETCH-LOGICAL-c477t-855d20c1bee381a72634d0e6e6e0ec89cf17c2016789110e42fda95fc10401f43</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.engstruct.2013.12.025$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=28269190$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Kottari, A.K.</creatorcontrib><creatorcontrib>Charalampakis, A.E.</creatorcontrib><creatorcontrib>Koumousis, V.K.</creatorcontrib><title>A consistent degrading Bouc–Wen model</title><title>Engineering structures</title><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.</description><subject>Accounting</subject><subject>Applied sciences</subject><subject>Asymmetry</subject><subject>Bouc–Wen</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Degradation</subject><subject>Deterioration</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Hysteresis</subject><subject>Mathematical models</subject><subject>Plasticity postulates</subject><subject>Stiffness</subject><subject>Stiffness degradation</subject><subject>Strain hardening</subject><subject>Strength deterioration</subject><subject>Stresses. Safety</subject><subject>Structural analysis. Stresses</subject><subject>Structure-soil interaction</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNqNkctOwzAQRS0EEuXxDXSDYJMw48SPLEvFS0JiA2JpGWdSuUqTYqdI7PgH_pAvwVVRt0WzmM25947mMnaGkCOgvJrn1M3iEFZuyDlgkSPPgYs9NkKtikwVvNhnI8ASM-CVPGRHMc4BgGsNI3YxGbu-iz4O1A3jmmbB1r6bja_7lfv5-n6lbrzoa2pP2EFj20inf_uYvdzePE_vs8enu4fp5DFzpVJDpoWoOTh8Iyo0WsVlUdZAMg2Q05VrULl0pVS6QgQqeVPbSjQOoQRsyuKYXW58l6F_X1EczMJHR21rO-pX0aCSHEuRcnajUqlKcKmK3agQlZQSxL9QhPRUrhOqNqgLfYyBGrMMfmHDp0Ew627M3Gy7MetuDHKTuknK878QG51tm2A75-NWzjWXFVaQuMmGo_TyD0_BROepc1T7QMmz7v3OrF_D9qab</recordid><startdate>20140201</startdate><enddate>20140201</enddate><creator>Kottari, A.K.</creator><creator>Charalampakis, A.E.</creator><creator>Koumousis, V.K.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20140201</creationdate><title>A consistent degrading Bouc–Wen model</title><author>Kottari, A.K. ; Charalampakis, A.E. ; Koumousis, V.K.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c477t-855d20c1bee381a72634d0e6e6e0ec89cf17c2016789110e42fda95fc10401f43</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>Accounting</topic><topic>Applied sciences</topic><topic>Asymmetry</topic><topic>Bouc–Wen</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Degradation</topic><topic>Deterioration</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Hysteresis</topic><topic>Mathematical models</topic><topic>Plasticity postulates</topic><topic>Stiffness</topic><topic>Stiffness degradation</topic><topic>Strain hardening</topic><topic>Strength deterioration</topic><topic>Stresses. Safety</topic><topic>Structural analysis. Stresses</topic><topic>Structure-soil interaction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kottari, A.K.</creatorcontrib><creatorcontrib>Charalampakis, A.E.</creatorcontrib><creatorcontrib>Koumousis, V.K.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kottari, A.K.</au><au>Charalampakis, A.E.</au><au>Koumousis, V.K.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A consistent degrading Bouc–Wen model</atitle><jtitle>Engineering structures</jtitle><date>2014-02-01</date><risdate>2014</risdate><volume>60</volume><spage>235</spage><epage>240</epage><pages>235-240</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>•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.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2013.12.025</doi><tpages>6</tpages></addata></record> |
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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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