Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/29144
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dc.contributor.authorSoulakellis, Nikolaos-
dc.contributor.authorTataris, Georgios-
dc.contributor.authorPapadopoulou, Ermioni - Eirini-
dc.contributor.authorChatzistamatis, Stamatis-
dc.contributor.authorVasilakos, Christos-
dc.contributor.authorKavroudakis, Dimitris-
dc.contributor.authorRoussou, Olga-
dc.contributor.authorPapakonstantinou, Apostolos-
dc.date.accessioned2023-05-02T08:02:47Z-
dc.date.available2023-05-02T08:02:47Z-
dc.date.issued2019-01-01-
dc.identifier.citationLecture Notes in Geoinformation and Cartography, 2019en_US
dc.identifier.isbn9783030053291-
dc.identifier.issn18632246-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/29144-
dc.description.abstractThis paper presents a methodological framework, which establishes links among the: i. 3D mapping, ii. 3D model creation and iii. damage classification grades of masonry buildings by European Macroseismic Scale-98 and the application of geoinformation methods towards 3D mapping and damage assessment after a catastrophic earthquake event. We explore the synergistic exploitation of a Real Time Kinematics system, terrestrial photogrammetry, Unmanned Aircraft Systems and terrestrial laser scanner for collecting accurate and high-resolution geospatial information. The proposed workflow was applied at the catastrophic earthquake of June 12th, 2017 on the traditional settlement of Vrisa on the island of Lesvos, Greece. The Structure from Motion method has been applied on the high-resolution terrestrial and aerial photographs, for producing accurate and very detailed 3D point clouds of the damaged buildings of the Vrisa settlement. Additionally, two Orthophoto maps and two Digital Surface Models have been created, with a spatial resolution of 5 cm and 3 cm, respectively. The first orthophoto map has been created just one day after the earthquake, while the second one, a month later. The significant advantages of the proposed methodology are: (a) the production of reliable and accurate 2D and 3D information at both village and building scales, (b) the ability to support scientists during building damage assessment phase and (c) the proposed damage documentation provides all the appropriate information which can augment all experts and stakeholders, national and local organizations focusing on the post-earthquake management and reconstruction processes of the Vrisa traditional village.en_US
dc.language.isoenen_US
dc.titleSynergistic Exploitation of Geoinformation Methods for Post-earthquake 3D Mapping and Damage Assessmenten_US
dc.typeConference Papersen_US
dc.collaborationUniversity of the Aegeanen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryGreeceen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.conferenceGeoInformation for Disaster Management Conferenceen_US
dc.identifier.doi10.1007/978-3-030-05330-7_1en_US
dc.identifier.scopus2-s2.0-85064870629en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85064870629en
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cut.common.academicyear2019-2020en_US
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypeconferenceObject-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-6464-2008-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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