Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/15370
DC FieldValueLanguage
dc.contributor.advisorYiatros, Stylianos-
dc.contributor.authorNicolaou, Ioanna-
dc.date.accessioned2019-09-24T09:15:19Z-
dc.date.available2019-09-24T09:15:19Z-
dc.date.issued2018-12-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/15370-
dc.description.abstractMost buildings are expected to deform beyond their limit of linearly elastic behaviour when subjected to strong ground shaking. In this point, design codes, require the method of capacity design in structures, in order to ensure an overall dissipative and ductile behaviour, obtain the hierarchy of resistance of the various structural components and hence, ensuring suitable plastic mechanisms. Therefore, the behaviour of critical regions and/or elements, are parameters that highly affect the seismic performance of a structure, thus the detailing of the parameters and the structure’s in general, shall be such as to maintain the capacity to transmit the necessary forces and to dissipate energy under cyclic conditions. In this thesis, a relatively new material; metal foam, is presented as a replaceable energy absorbing constituent of a sub-component in conventional steel braces (or sacrificial elements in such structures). This porous metal material is capable of combining large energy absorption with ductility and low weight. Many researchers concluded that closed-cell metal foams are ideal to be used as energy dissipation means in structural applications, due to their varying properties, i.e. highly anisotropic cell – morphologies, higher relative density, high tensile strength and ductility up to, etc, compared to open cell metallic foams. This thesis aims to document existing efforts in this area of applications, while aiming to approach the problem as a design challenge via biomimetic methods.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.publisherΤμήμα Πολιτικών Μηχανικών και Μηχανικών Γεωπληροφορικής, Σχολή Μηχανικής και Τεχνολογίας, Τεχνολογικό Πανεπιστήμιο Κύπρουen_US
dc.rightsΑπαγορεύεται η δημοσίευση ή αναπαραγωγή, ηλεκτρονική ή άλλη χωρίς τη γραπτή συγκατάθεση του δημιουργού και κάτοχου των πνευματικών δικαιωμάτων.en_US
dc.subjectmetal foam structural applicationen_US
dc.subjectenergy dissipationen_US
dc.subjectductilityen_US
dc.subjecthysteric damperen_US
dc.titleBio-Inspired metal foam applications for energy dissipation in structural systemsen_US
dc.typeMSc Thesisen_US
dc.affiliationCyprus University of Technologyen_US
dc.relation.deptDepartment of Civil Engineering and Geomaticsen_US
dc.description.statusCompleteden_US
cut.common.academicyear2018-2019en_US
dc.relation.facultyFaculty of Engineering and Technologyen_US
item.openairetypemasterThesis-
item.grantfulltextopen-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_bdcc-
item.languageiso639-1en-
item.fulltextWith Fulltext-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-4803-6585-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Μεταπτυχιακές Εργασίες/ Master's thesis
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