Sensitivity of dynamic behaviour of the FE model: Case study for the ignalina NPP reactor building

Sensitivity of dynamic behaviour of the FE model: Case study for the ignalina NPP reactor building

The 3D thin‐walled finite element model of Ignalina NPP Unit 2 reactor building was developed aimed at the evaluation of the global dynamic behaviour with a focus on the seismic response. The model comprises description of the monolithic structures, while prefabricated frame structures are ignored...

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Bibliographic Details
Main Authors: Romualdas Baušys, Gintautas Dundulis, Rimantas Kačianauskas, Darius Markauskas, Sigitas Rimkevičius, Eugeniuš Stupak, Stanislav Stupak, Saulius Šliaupa
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2008-06-01
Series:Journal of Civil Engineering and Management
Subjects:
Ignalina nuclear power plant
finite element model
frequency analysis
seismic analysis
free-field spectra
instructure response spectra
Online Access:https://journals.vgtu.lt/index.php/JCEM/article/view/6829

Internet

https://journals.vgtu.lt/index.php/JCEM/article/view/6829

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