Detail publikace

Verification of the design of earthquake resistance enhancements of nuclear power plant building structures

SALAJKA, V., HRADIL, P., KANICKÝ, V.

Originální název

Verification of the design of earthquake resistance enhancements of nuclear power plant building structures

Anglický název

Verification of the design of earthquake resistance enhancements of nuclear power plant building 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 using the ANSYS program. The model involves the complex of all constrained structures of the main production block with equipment. The seismic response analysis has been performed using linear response spectrum method. Feasible structural enhancements have been designed. In order to verify the designs a second seismic analysis has been accomplished using time-history method. The structural responses to site-specific design accelerograms have been computed. The results of both analyses are discussed in the paper.

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 using the ANSYS program. The model involves the complex of all constrained structures of the main production block with equipment. The seismic response analysis has been performed using linear response spectrum method. Feasible structural enhancements have been designed. In order to verify the designs a second seismic analysis has been accomplished using time-history method. The structural responses to site-specific design accelerograms have been computed. The results of both analyses are discussed in the paper.

Dokumenty

BibTex


@inproceedings{BUT15768,
  author="Vlastislav {Salajka} and Viktor {Kanický} and Petr {Hradil}",
  title="Verification of the design of earthquake resistance enhancements of nuclear power plant building 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 using the ANSYS program. The model involves the complex of all constrained structures of the main production block with equipment. The seismic response analysis has been performed using linear response spectrum method. Feasible structural enhancements have been designed. In order to verify the designs a second seismic analysis has been accomplished using time-history method. The structural responses to site-specific design accelerograms have been computed. The results of both analyses are discussed in the paper.",
  address="SVS FEM s.r.o",
  booktitle="13. ANSYS Users' Meeting, Sborník Přednášek",
  chapter="15768",
  institution="SVS FEM s.r.o",
  year="2005",
  month="september",
  pages="13--18",
  publisher="SVS FEM s.r.o",
  type="conference paper"
}