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SALAJKA, V., HRADIL, P., KANICKÝ, V.
Originální název
Verification of the design of earthquake resistance enhancements of nuclear power plant building structures
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
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.
Klíčová slova
design of earthquake resistance, power plant, structure
Autoři
Rok RIV
2005
Vydáno
21. 9. 2005
Nakladatel
SVS FEM s.r.o
Místo
Přerov
ISBN
80-239-5675-2
Kniha
13. ANSYS Users' Meeting, Sborník Přednášek
Strany od
13
Strany do
18
Strany počet
6
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", booktitle="13. ANSYS Users' Meeting, Sborník Přednášek", year="2005", pages="13--18", publisher="SVS FEM s.r.o", address="Přerov", isbn="80-239-5675-2" }