dc.contributor.author | Baušys, Romualdas | |
dc.contributor.author | Dundulis, Gintautas | |
dc.contributor.author | Kačianauskas, Rimantas | |
dc.contributor.author | Markauskas, Darius | |
dc.contributor.author | Šliaupa, Saulius | |
dc.contributor.author | Stupak, Eugeniuš | |
dc.contributor.author | Rimkevičius, Sigitas | |
dc.date.accessioned | 2023-09-18T20:28:15Z | |
dc.date.available | 2023-09-18T20:28:15Z | |
dc.date.issued | 2007 | |
dc.identifier.other | (BIS)LBT02-000024994 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/149946 | |
dc.description.abstract | The Ignalina NPP operates a RBMK type reactor.An important characteristic of the RBMK reactor is its online refuelling. The refuelling is carried out using the refuelling machine at a time of reactor operation.The refuelling machine is supported and moved by a girder crane. The dropping dawn of the refuelling machine bears high risk to its integrity and reactor core functioning. One of risk scenarios considers impact of an earthquake on the plant. As a part of it, it is essentially important to carry out a global seismic assessment of the refuelling machine.The seismic assessment of the support of refuelling machine is presented in this paper. The response of the reactor building to an eartquake was considered in the seismic analysis. The recently updated free field responsee spectra for the Ignalina NPP site were applied.The 3D thin-walled FE model of the reactor building was used for analysis. | eng |
dc.format | PDF | |
dc.format.extent | p. 247-257 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.isreferencedby | Conference Proceedings Citation Index - Science (Web of Science) | |
dc.title | Seismic risk assessment of the Ignalina NPP refuelling machine | |
dc.type | Straipsnis konferencijos darbų leidinyje Web of Science DB / Paper in conference publication in Web of Science DB | |
dcterms.accessRights | ISSN 1746-4498
Book Series: WIT Transactions on the Built Environment
The study was supported by Lithuanian Science Foundation. The authors also would like to express gratitude to the administration and technical staff of Ignalina NPP for providing information regarding operational procedures and operational data. | |
dcterms.references | 10 | |
dc.type.pubtype | P1a - Straipsnis konferencijos darbų leidinyje Web of Science DB / Article in conference proceedings Web of Science DB | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.contributor.institution | Lietuvos energetikos institutas Kauno technologijos universitetas | |
dc.contributor.institution | Geologijos ir geografijos institutas | |
dc.contributor.institution | Lietuvos energetikos institutas | |
dc.contributor.faculty | Fundamentinių mokslų fakultetas / Faculty of Fundamental Sciences | |
dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
dc.subject.researchfield | T 006 - Energetika ir termoinžinerija / Energy and thermoengineering | |
dc.subject.en | Nuclear power plant | |
dc.subject.en | Seismic analysis | |
dc.subject.en | Finite elementmethod | |
dc.subject.en | Instructure spectra | |
dcterms.sourcetitle | Earthquake resistant engineering structures VI. Vol. 93. 6th International Conference on Earthquake Resistant Engineering Structures, Bologna, Italy, 2007 | |
dc.publisher.name | WIT Press | |
dc.publisher.city | Southampton, Boston | |
dc.identifier.doi | 000248294700025 | |
dc.identifier.doi | VGT02-000014861 | |
dc.identifier.doi | 10.2495/ERES070241 | |
dc.identifier.elaba | 5725354 | |