dc.contributor.author | Sandovič, Giedrė | |
dc.contributor.author | Juozapaitis, Algirdas | |
dc.contributor.author | Gribniak, Viktor | |
dc.date.accessioned | 2023-09-18T16:55:16Z | |
dc.date.available | 2023-09-18T16:55:16Z | |
dc.date.issued | 2017 | |
dc.identifier.issn | 1024-123X | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/118167 | |
dc.description.abstract | The article is dedicated to the analysis of problems related to design of pedestrian bridges with flexible ribbon bands made of steel. The study is based on test results of a bridge model that has two spans (each with a length of five meters). A simplified analytical technique has been proposed for predicting vertical deformations of the bridge structure subjected to symmetrical or asymmetrical loading patterns. The technique also allows assessing the tension forces in the ribbons, which are very important for design of such structures. The analysis reveals the importance of the flexural rigidity of the ribbons that might cause significant redistribution of stresses within the steel bands. | eng |
dc.format | PDF | |
dc.format.extent | p. 1-11 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.isreferencedby | Academic Search Complete | |
dc.relation.isreferencedby | INSPEC | |
dc.relation.isreferencedby | Scopus | |
dc.relation.isreferencedby | Science Citation Index Expanded (Web of Science) | |
dc.source.uri | https://doi.org/10.1155/2017/9324520 | |
dc.subject | SD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques | |
dc.title | Experimental and analytical investigation of deformations and stress distribution in steel bands of a two-span stress-ribbon pedestrian bridge | |
dc.type | Straipsnis Web of Science DB / Article in Web of Science DB | |
dcterms.accessRights | Article ID 9324520 | |
dcterms.references | 19 | |
dc.type.pubtype | S1 - Straipsnis Web of Science DB / Web of Science DB article | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
dc.contributor.department | Statinių konstrukcijų mokslo institutas / Research Institute of Building Structures | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.researchfield | T 008 - Medžiagų inžinerija / Material engineering | |
dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
dc.subject.ltspecializations | C101 - Civilinės inžinerijos mokslo centras / | |
dc.subject.en | Stress-ribbon bridge | |
dc.subject.en | Steel bands | |
dc.subject.en | Deformations | |
dc.subject.en | Geometry imperfections | |
dc.subject.en | Kinematic displacements | |
dcterms.sourcetitle | Mathematical problems in engineering | |
dc.description.volume | Vol. 2017 | |
dc.publisher.name | Hindawi | |
dc.publisher.city | New York | |
dc.identifier.doi | 000402325900001 | |
dc.identifier.doi | 10.1155/2017/9324520 | |
dc.identifier.elaba | 22724936 | |