| dc.contributor.author | Grigorjeva, Tatjana | |
| dc.contributor.author | Paeglitis, Ainars | |
| dc.date.accessioned | 2023-09-18T20:45:07Z | |
| dc.date.available | 2023-09-18T20:45:07Z | |
| dc.date.issued | 2020 | |
| dc.identifier.issn | 2029-882X | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/152327 | |
| dc.description.abstract | Suspension bridges are characterized by exceptional architectural expressions and excellent technical and economic properties. However, despite all advantages, suspension bridges have a few negative features. Suspension bridges with flexible cables share excessive deformation caused by the displacement of kinematic origin. In order to increase the stiffness of suspension bridges, an innovative structural solution refers to rigid cables used instead of the flexible ones. The paper describes a methodology for calculating an asymmetric single-pylon suspension bridge with rigid cables considering installation features. Also, the article presents the numerical simulation of the bridge and determines the accuracy of the proposed methodology. | eng |
| dc.format | PDF | |
| dc.format.extent | p. 61-66 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.relation.isreferencedby | DOAJ | |
| dc.relation.isreferencedby | Dimensions | |
| dc.relation.isreferencedby | TOC Premier | |
| dc.relation.isreferencedby | Gale's Academic OneFile | |
| dc.rights | Laisvai prieinamas internete | |
| dc.source.uri | https://doi.org/10.3846/est.2020.13737 | |
| dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:98913390/datastreams/MAIN/content | |
| dc.title | The simplified analysis of the asymmetric single-pylon suspension bridge with rigid cables | |
| dc.type | Straipsnis kitoje DB / Article in other DB | |
| dcterms.accessRights | This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited | |
| dcterms.license | Creative Commons – Attribution – 4.0 International | |
| dcterms.references | 28 | |
| dc.type.pubtype | S3 - Straipsnis kitoje DB / Article in other DB | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| dc.contributor.institution | Riga Technical University | |
| dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
| dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
| dc.subject.vgtuprioritizedfields | SD0101 - Pažangios statinių konstrukcijos / Smart building structures | |
| dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
| dc.subject.en | suspension bridge | |
| dc.subject.en | flexible cable | |
| dc.subject.en | rigid cable | |
| dc.subject.en | exact analysis | |
| dc.subject.en | simplified analysis | |
| dc.subject.en | construction method | |
| dcterms.sourcetitle | Engineering structures and technologies | |
| dc.description.issue | iss. 2 | |
| dc.description.volume | vol. 12 | |
| dc.publisher.name | Vilnius Gediminas Technical University | |
| dc.publisher.city | Vilnius | |
| dc.identifier.doi | 10.3846/est.2020.13737 | |
| dc.identifier.elaba | 98913390 | |
