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dc.contributor.authorBelevičius, Rimantas
dc.contributor.authorJuozapaitis, Algirdas
dc.contributor.authorRusakevičius, Dainius
dc.contributor.authorŽilėnaitė, Sigutė
dc.date.accessioned2023-09-18T20:44:36Z
dc.date.available2023-09-18T20:44:36Z
dc.date.issued2021
dc.identifier.other(PMID)34041324
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/152254
dc.description.abstractThis data article provides a series of 220 optimal parameter sets of steel radial network arch pedestrian bridge schemes. Each set includes 10 design parameters for a two-dimensional bridge frame: the arch rise, the number of hangers, their (variable) spread and central angles, and the dimensions of the arch, girder, and hangers. Additionally, solutions are provided for different initial conditions such as constant hanger angles, given ratio values between the arch rise and the bridge span, given hanger diameters, and for the condition of hangers' verticality. These data are related to the research article "Parametric study on mass minimization of radial network arch pedestrian bridges" (Belevičius et al., 2021). In this paper, the bridge scheme was optimized seeking for the minimal bridge mass under different loading cases according to recommendations of Eurocode EN 1991-2. Since the optimization problem is multimodal, and the employed stochastic global optimization algorithms provide different solutions for each run of the algorithm, we render the five best parameters' sets for every problem. In many cases, close objective function values correspond to fairly distinct parameter values. This dataset could be used by bridge designers as an initial design hint by choosing the appropriate parameters set.eng
dc.formatPDF
dc.format.extentp. 1-18
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyEmerging Sources Citation Index (Web of Science)
dc.source.urihttps://doi.org/10.1016/j.dib.2021.107149
dc.titleOptimal schemes of radial network arch pedestrian bridges: An extensive dataset of solutions under different conditions
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.accessRightsThis is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
dcterms.licenseCreative Commons – Attribution – NonCommercial – NoDerivatives – 4.0 International
dcterms.references4
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyFundamentinių mokslų fakultetas / Faculty of Fundamental Sciences
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 007 - Informatikos inžinerija / Informatics engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.vgtuprioritizedfieldsSD0101 - Pažangios statinių konstrukcijos / Smart building structures
dc.subject.ltspecializationsL106 - Transportas, logistika ir informacinės ir ryšių technologijos (IRT) / Transport, logistic and information and communication technologies
dc.subject.enpedestrian radial network arch bridge
dc.subject.enmass minimization
dc.subject.entopology
dc.subject.enshape
dc.subject.ensizing parameters
dcterms.sourcetitleData in brief
dc.description.volumevol. 36
dc.publisher.nameElsevier
dc.publisher.cityAmsterdam
dc.identifier.doi34041324
dc.identifier.doi000668965200016
dc.identifier.doi10.1016/j.dib.2021.107149
dc.identifier.elaba96378227


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