<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/1499EECF-0BE9-4810-8459-9237F571E8CD"><efrbr-work:titleOfTheWork>Influence of stones size on the collapse of masonry bridges </efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/1499EECF-0BE9-4810-8459-9237F571E8CD"><efrbr-expression:titleOfTheExpression>Influence of stones size on the collapse of masonry bridges </efrbr-expression:titleOfTheExpression><efrbr-expression:formOfExpression vocabulary="DIAS:TYPES">
            Αφίσα σε Συνέδριο
            Conference Poster
         </efrbr-expression:formOfExpression><efrbr-expression:dateOfExpression type="issued">2015-10-13</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">2015</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>Masonry bridges have been measured with geomatic techniques, including terrestial photogrammetry and terrestrial laser scanning. The collapse mechanism and load has been calculated by using finite element analysis with unilateral contact and limit analysis estimation. From parametric analysis we can prove that the minimum size of the stone near to a hinge in the arising collapse mechanism has a decisive effect on the collapse load. Nevertheless, reinforcing this weak point, could lead to a different collapse mechanism.</efrbr-expression:summarizationOfContent><efrbr-expression:useRestrictionsOnTheExpression type="creative-commons">http://creativecommons.org/licenses/by/4.0/</efrbr-expression:useRestrictionsOnTheExpression><efrbr-expression:note type="conference name">8th GRACM International Congress on Computational Mechanics</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
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="D46435C5-A4AE-413B-BB57-B36753D3D635"><efrbr-person:nameOfPerson vocabulary="">
            Borja Conde
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="190B79E5-9EB3-4235-A2C2-4229D877BEDA"><efrbr-person:nameOfPerson vocabulary="">
            Georgios A. Drosopoulos
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="E100ABAF-6F74-4DFB-BD40-14DC50F2C19F"><efrbr-person:nameOfPerson vocabulary="">
            Belen Riveiro
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="http://users.isc.tuc.gr/~mstavroulaki"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Stavroulaki Maria
            Σταυρουλακη Μαρια
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            Applied mechanics
            Engineering, Mechanical
            mechanics applied
            applied mechanics
            engineering mechanical
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