Detail publikace

Study of enhancing earthquake resistance of the nuclear power plant structures

SALAJKA, V. KANICKÝ, V. HRADIL, P.

Originální název

Study of enhancing earthquake resistance of the nuclear power plant structures

Anglický název

Study of enhancing earthquake resistance of the nuclear power plant structures

Jazyk

en

Originální abstrakt

The paper deals with the seismic analysis of safety related structures of an operating nuclear power plant. A sophisticated computation model has been developed for the seismic structural analysis using the ANSYS program package. The model involves the complex of all constrained structures of two main production blocks with equipment. In order to get a general view at the seismic load effects, seismic response analysis has been performed using linear response spectrum method. Combinations of dead loads and seismic loads have been considered in the stress assessment of the structures.The results of the performed analyses form a base for residual life prediction of selected structures

Anglický abstrakt

The paper deals with the seismic analysis of safety related structures of an operating nuclear power plant. A sophisticated computation model has been developed for the seismic structural analysis using the ANSYS program package. The model involves the complex of all constrained structures of two main production blocks with equipment. In order to get a general view at the seismic load effects, seismic response analysis has been performed using linear response spectrum method. Combinations of dead loads and seismic loads have been considered in the stress assessment of the structures.The results of the performed analyses form a base for residual life prediction of selected structures

Dokumenty

BibTex


@article{BUT45860,
  author="Vlastislav {Salajka} and Viktor {Kanický} and Petr {Hradil}",
  title="Study of enhancing earthquake resistance of the nuclear power plant structures",
  annote="The paper deals with the seismic analysis of safety related structures of an operating nuclear power plant. A sophisticated computation model has been developed for the seismic structural analysis using the ANSYS program package. The model involves the complex of all constrained structures of two main production blocks with equipment. In order to get a general view at the seismic load effects, seismic response analysis has been performed using linear response spectrum method. Combinations of dead loads and seismic loads have been considered in the stress assessment of the structures.The results of the performed analyses form a base for residual life prediction of selected structures",
  address="Vysoká škola báňská",
  chapter="45860",
  institution="Vysoká škola báňská",
  journal="Sborník vědeckých prací Vysoké školy báňské – Technické univerzity Ostrava",
  number="2",
  volume="2005",
  year="2005",
  month="september",
  pages="165--170",
  publisher="Vysoká škola báňská",
  type="journal article - other"
}