Publication result detail

Assess of the nuclear power plant structures residual life and earthquake resistance

SALAJKA, V.; HRADIL, P.; KALA, J.

Original Title

Assess of the nuclear power plant structures residual life and earthquake resistance

English Title

Assess of the nuclear power plant structures residual life and earthquake resistance

Type

Peer-reviewed article not indexed in WoS or Scopus

Original Abstract

The paper deals with the seismic analysis of safety related structures of an operating nuclear power plant. At present time the nuclear power plants of VVER-400/213 type operate for over thirty years and there are arising requirements to verify the actual state of structures in order to assess their residual life in general. 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 direct integration of equations of motion in 25 sec interval at 0.01 sec step with excitation described by accelerograms. 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.

English abstract

The paper deals with the seismic analysis of safety related structures of an operating nuclear power plant. At present time the nuclear power plants of VVER-400/213 type operate for over thirty years and there are arising requirements to verify the actual state of structures in order to assess their residual life in general. 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 direct integration of equations of motion in 25 sec interval at 0.01 sec step with excitation described by accelerograms. 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.

Keywords

Steel structure, Accelerograms, ANSYS, seismic response, nuclear power plant

Key words in English

Steel structure, Accelerograms, ANSYS, seismic response, nuclear power plant

Authors

SALAJKA, V.; HRADIL, P.; KALA, J.

RIV year

2014

Released

10.01.2013

Publisher

Trans Tech Publications

Location

Switzerland

ISBN

1662-7482

Periodical

Applied Mechanics and Materials

Volume

284

Number

1

State

Swiss Confederation

Pages from

1247

Pages to

1250

Pages count

4

BibTex

@article{BUT97351,
  author="Vlastislav {Salajka} and Petr {Hradil} and Jiří {Kala}",
  title="Assess of the nuclear power plant structures residual life and earthquake resistance",
  journal="Applied Mechanics and Materials",
  year="2013",
  volume="284",
  number="1",
  pages="1247--1250",
  issn="1662-7482"
}