| dc.contributor.author | Kaklauskas, Gintaris | |
| dc.contributor.author | Červenka, Jan | |
| dc.contributor.author | Červenka, Vladimir | |
| dc.contributor.author | Vainiūnas, Povilas | |
| dc.contributor.author | Gribniak, Viktor | |
| dc.date.accessioned | 2023-09-18T19:18:19Z | |
| dc.date.available | 2023-09-18T19:18:19Z | |
| dc.date.issued | 2004 | |
| dc.identifier.other | (BIS)VGT02-000009609 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/137835 | |
| dc.description.abstract | The paper investigates accuracy of deflection predictionsmade by the finite element package ATENA and design code methods ACI and EC2. Deflection have been calculated for a large number of experimental reinforced concrete beams reported by tree investigators. Statistical parameters have been established for each of the technique at different load levels, separately for the beams with small and moderate reinforcement ratio. | eng |
| dc.format.extent | p. 1-8 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.title | Deflection calculation of RC beams: finite element software versus design code methods | |
| dc.type | Straipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication | |
| 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.institution | Červenka Consulting, Prague | |
| dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
| dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
| dcterms.sourcetitle | Xth International Conference on Computing in Civil and Building Engineering (ICCCBE). Weimar, June 02-04, 2004[elektroninis išteklius] : proceedings [CD] | |
| dc.publisher.city | Weimar | |
| dc.identifier.elaba | 3691089 | |
