Rodyti trumpą aprašą

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorBitarafan, Mahdi
dc.contributor.authorLale Arefi, Shahin
dc.contributor.authorHashemkhani Zolfani, Sarfaraz
dc.contributor.authorMahmoudzadeh, Amir
dc.date.accessioned2025-03-26T08:43:56Z
dc.date.available2025-03-26T08:43:56Z
dc.date.issued2013
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157062
dc.description.abstractOne of the most challenging issues in earthquake engineering is structural damage determination, monitoring and resistance in earthquake conditions. In this regard, the need for design and construction of smart systems with structural form, combinational and behavioral adaption capability with environmental conditions in recent decades has been increased. These structures own natural or acquired capability in responding exteroceptives and capability of form, combination and behavior adaption with environmental conditions. One of the most vital and basic infrastructures playing an important role in earthquake crisis management is the bridges. Destruction and damage of the bridges can make rescue operations encounter critical problems. Thus, taking smart systems into account in the structure of these bridges is essential in order to decrease earthquake impact and increase reliability of the bridges. In this regard, this research is centralized on different possible methods of designing the smart structure of vital bridges in Iran against earthquake effects. Five main methods have been chosen by asking experts in the related fields and to evaluate and select a proper way to design smart bridges. Five indices of casualty and vulnerability reduction, possibility of localization of sensor technology, performance costs, performance speed and maintenance were considered and using pairwise comparison method final weight of indices. Finally methods have been determined and we came up with the result that active structures method is the optimal method in smart bridges.en_US
dc.format.extent7 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/156173en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705813007571en_US
dc.subjectsmart structureen_US
dc.subjectbridgesen_US
dc.subjectscenarioen_US
dc.subjectearthquakeen_US
dc.subjectAHPen_US
dc.titleSelecting the best design scenario of the smart structure of bridges for probably future earthquakesen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.issued2013-05-17
dcterms.licenseCC BY NC NDen_US
dcterms.references40en_US
dc.description.versionTaip / Yesen_US
dc.type.pubtypeK1a - Monografija / Monographen_US
dc.contributor.institutionEngineering Research Institution of Natural Disaster Shakhes Pajouhen_US
dc.contributor.institutionShomal Universityen_US
dc.contributor.institutionAmirkabir University of Technologyen_US
dc.contributor.institutionVilniaus Gedimino technikos universitetasen_US
dc.contributor.institutionVilnius Gediminas Technical Universityen_US
dc.contributor.facultyInternetinių ir intelektualiųjų technologijų institutas / Research Institute of Internet and Intelligent Technologiesen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 57en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2013.04.027en_US


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Rodyti trumpą aprašą

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