<efrbr:recordSet xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:efrbr="http://vfrbr.info/efrbr/1.1" xmlns:efrbr-work="http://vfrbr.info/efrbr/1.1/work" xmlns:efrbr-expression="http://vfrbr.info/efrbr/1.1/expression" xmlns:efrbr-manifestation="http://vfrbr.info/efrbr/1.1/manifestation" xmlns:efrbr-person="http://vfrbr.info/efrbr/1.1/person" xmlns:efrbr-corporateBody="http://vfrbr.info/efrbr/1.1/corporateBody" xmlns:efrbr-concept="http://vfrbr.info/efrbr/1.1/concept" xmlns:efrbr-structure="http://vfrbr.info/efrbr/1.1/structure" xmlns:efrbr-responsible="http://vfrbr.info/efrbr/1.1/responsible" xmlns:efrbr-subject="http://vfrbr.info/efrbr/1.1/subject" xmlns:efrbr-other="http://vfrbr.info/efrbr/1.1/other" xsi:schemaLocation="http://vfrbr.info/efrbr/1.1 http://vfrbr.info/schemas/1.1/efrbr.xsd"><efrbr:entities><efrbr-work:work identifier="http://purl.tuc.gr/dl/dias/4FEB13DA-8258-4A4C-81B9-FBEE1244289A"><efrbr-work:titleOfTheWork>A numerical approach for a hemivariational inequality concerning the seismic interaction between adjacent buildings</efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/4FEB13DA-8258-4A4C-81B9-FBEE1244289A"><efrbr-expression:titleOfTheExpression>A numerical approach for a hemivariational inequality concerning the seismic interaction between adjacent buildings</efrbr-expression:titleOfTheExpression><efrbr-expression:formOfExpression vocabulary="DIAS:TYPES">
            Peer-Reviewed Journal Publication
            Δημοσίευση σε Περιοδικό με Κριτές
         </efrbr-expression:formOfExpression><efrbr-expression:dateOfExpression type="issued">2015-10-13</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">2005</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>Highly nonlinear interaction effects arising in the seismic interaction between adjacent buildings can be modelled with hemivariational inequalities. This approach is outlined in the present paper.</efrbr-expression:summarizationOfContent><efrbr-expression:useRestrictionsOnTheExpression type="creative-commons">http://creativecommons.org/licenses/by/4.0/</efrbr-expression:useRestrictionsOnTheExpression><efrbr-expression:note type="journal name">PAMM </efrbr-expression:note><efrbr-expression:note type="journal volume">1</efrbr-expression:note><efrbr-expression:note type="journal number">5</efrbr-expression:note><efrbr-expression:note type="page range">107–108</efrbr-expression:note></efrbr-expression:expression><efrbr-person:person identifier="http://users.isc.tuc.gr/~gestavroulakis"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Stavroulakis Georgios
            Σταυρουλακης Γεωργιος
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            Ast. Liolios
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="3BC84A3D-FCAB-4D67-9508-62428301E0A0"><efrbr-person:nameOfPerson vocabulary="">
            G. Karatasios
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="EB9C97B1-5A9F-4FF1-AB1F-48AADD693721"><efrbr-person:nameOfPerson vocabulary="">
            Ang. A. Liolios
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            Wiley-VCH Verlag
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            Aseismic design
            Seismic design
            earthquake resistant design
            aseismic design
            seismic design
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