| dc.contributor.author | Sandovič, Giedrė | |
| dc.date.accessioned | 2023-09-18T19:15:13Z | |
| dc.date.available | 2023-09-18T19:15:13Z | |
| dc.date.issued | 2012 | |
| dc.identifier.issn | 1803-3814 | |
| dc.identifier.other | (BIS)VGT02-000025109 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/137322 | |
| dc.description.abstract | The article deals with the two-span suspension steel pedestrian bridge with flexible and rigid cables. Deterministic and stochastic analysis of limit stale is performed. The ultimate limit states occur when the axial stress of the most stressed part of cross-section is equal to the yield strength. Statistical analysis was carried out by means of the Monte Carlo and Latin Hypercube Sampling methods. Results of numerical experiments are presented. | eng |
| dc.format.extent | p. 292-297 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.title | Deterministic and stochastic analysis of limits states of suspension pedestrian steel bridges | |
| dc.type | Straipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication | |
| dcterms.references | 22 | |
| dc.type.pubtype | P1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings | |
| 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.en | Pedestrian bridge | |
| dc.subject.en | Steel | |
| dc.subject.en | Limit states | |
| dc.subject.en | Displacements | |
| dc.subject.en | Stochastic approach | |
| dc.subject.en | Statistical analysis | |
| dcterms.sourcetitle | MENDEL 2012: 18th international conference of soft computing, Brno, Czech Republic, June 27-29, 2012 | |
| dc.publisher.name | Brno University of Technology | |
| dc.publisher.city | Brno | |
| dc.identifier.elaba | 3993346 | |