| dc.contributor.author | Beivydas, Edmundas | |
| dc.date.accessioned | 2023-09-18T16:34:08Z | |
| dc.date.available | 2023-09-18T16:34:08Z | |
| dc.date.issued | 2022 | |
| dc.identifier.issn | 2029-882X | |
| dc.identifier.other | (crossref_id)144378804 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/115039 | |
| dc.description.abstract | The article consists of 3 parts. String analyzes with symmetrical loading, combined parametric analyzes of string structure with symmetrical loading and combined string structure analyzes with asymmetrical loading. Through various parameters, the influence of different parameters of the string on its behavior is revealed. The influence of prestressing in the combined string structure is also released. To assess the correctness of the results, an experimental study was carried out in the laboratory, after the structure was designed from steel elements. | eng |
| dc.format | PDF | |
| dc.format.extent | p. 1-6 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.relation.isreferencedby | DOAJ | |
| dc.relation.isreferencedby | Dimensions | |
| dc.relation.isreferencedby | Gale's Academic OneFile | |
| dc.relation.isreferencedby | Academic Search Complete | |
| dc.relation.isreferencedby | TOC Premier | |
| dc.title | Analysis for symmetrical and asymmetrical loading of a single-span combined string steel structure | |
| 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 | 16 | |
| dc.type.pubtype | S3 - Straipsnis kitoje DB / Article in other DB | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| 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 | steel bridge | |
| dc.subject.en | symmetrical load | |
| dc.subject.en | asymmetrical load | |
| dc.subject.en | suspended cable | |
| dc.subject.en | string | |
| dc.subject.en | nonlinear analysis | |
| dc.subject.en | displacements | |
| dc.subject.en | strain | |
| dc.subject.en | parametrical analysis | |
| dcterms.sourcetitle | Engineering structures and technologies | |
| dc.description.issue | iss. 1 | |
| dc.description.volume | vol. 14 | |
| dc.publisher.name | Vilniaus Gedimino technikos universitetas | |
| dc.publisher.city | Vilnius | |
| dc.identifier.doi | 144378804 | |
| dc.identifier.doi | 10.3846/est.2022.18403 | |
| dc.identifier.elaba | 153511927 | |
