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Main building complex WWER 440/213 upper range design response spectra for soft soil site conditions (Paks)

Abstract

Within the Benchmark studies parallel investigation were prepared for the main building complex of the WWER-440/213 Paks NPP by several participating institutions. The investigations were based on various mathematical models and procedures but all had the same seismological data as input. The calculation methods as well as software tools were different. This report covers the enveloped response results which were the basis for the benchmark studies and which should be used for upgrading of mechanical and electrical components and systems which will follow. These response spectra which consider a certain conservatism namely neglecting the frequency independence of the stiffness and the cut-off of damping values are named 'Upper Range design Benchmark Response Spectra' for the main building of Paks NPP.
Authors:
Krutzik, N [1] 
  1. Siemens AG, Power Generation Group (KWU) NDA2, Offenbach (Germany)
Publication Date:
Jul 01, 1996
Product Type:
Technical Report
Report Number:
INIS-XA-195
Reference Number:
EDB-00:099806
Resource Relation:
Other Information: Figs, 1 tab; PBD: 1996; Related Information: In: Co-ordinated research programme on benchmark study for the seismic analysis and testing of WWER-type nuclear power plants. V. 4C. Paks NPP: Analysis and testing. Working material, [295] pages.
Subject:
22 GENERAL STUDIES OF NUCLEAR REACTORS; 21 SPECIFIC NUCLEAR REACTORS AND ASSOCIATED PLANTS; BENCHMARKS; BUILDINGS; COMPARATIVE EVALUATIONS; DAMPING; ELECTRICAL EQUIPMENT; FLEXIBILITY; MATHEMATICAL MODELS; MECHANICAL STRUCTURES; REACTOR SAFETY; SEISMOLOGY; SPECTRAL RESPONSE; WWER-3 REACTOR
OSTI ID:
20002988
Research Organizations:
International Atomic Energy Agency, Vienna (Austria)
Country of Origin:
IAEA
Language:
English
Other Identifying Numbers:
TRN: XA9952720052375
Availability:
Available from INIS in electronic form
Submitting Site:
INIS
Size:
231 pages
Announcement Date:

Citation Formats

Krutzik, N. Main building complex WWER 440/213 upper range design response spectra for soft soil site conditions (Paks). IAEA: N. p., 1996. Web.
Krutzik, N. Main building complex WWER 440/213 upper range design response spectra for soft soil site conditions (Paks). IAEA.
Krutzik, N. 1996. "Main building complex WWER 440/213 upper range design response spectra for soft soil site conditions (Paks)." IAEA.
@misc{etde_20002988,
title = {Main building complex WWER 440/213 upper range design response spectra for soft soil site conditions (Paks)}
author = {Krutzik, N}
abstractNote = {Within the Benchmark studies parallel investigation were prepared for the main building complex of the WWER-440/213 Paks NPP by several participating institutions. The investigations were based on various mathematical models and procedures but all had the same seismological data as input. The calculation methods as well as software tools were different. This report covers the enveloped response results which were the basis for the benchmark studies and which should be used for upgrading of mechanical and electrical components and systems which will follow. These response spectra which consider a certain conservatism namely neglecting the frequency independence of the stiffness and the cut-off of damping values are named 'Upper Range design Benchmark Response Spectra' for the main building of Paks NPP.}
place = {IAEA}
year = {1996}
month = {Jul}
}