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Seismic analyses of structures. 1st draft

Abstract

The dynamic analysis presented in this paper refers to the seismic analysis of the main building of Paks NPP. The aim of the analysis was to determine the floor response spectra as responseto seismic input. This analysis was performed by the 3-dimensional calculation model and the floor response spectra were determined for a number levels from the floor response time histories and no other adjustments were applied. The following results of seismic analysis are presented: 3-dimensional finite element model; basic assumptions of dynamic analyses; table of frequencies and included factors; modal masses for all modes; floor response spectra in all the selected nodes with figures of indicated nodes and important nodes of free vibration.
Authors:
David, M [1] 
  1. David Consulting, Engineering and Design Office (Czech Republic)
Publication Date:
Jul 01, 1995
Product Type:
Technical Report
Report Number:
INIS-XA-193
Reference Number:
EDB-00:099796
Resource Relation:
Other Information: Figs, tabs; PBD: 1995; Related Information: In: Co-ordinated research programme on benchmark study for the seismic analysis and testing of WWER-type nuclear power plants. V. 4A. Paks NPP: Analysis/testing. Working material, [168] pages.
Subject:
21 SPECIFIC NUCLEAR REACTORS AND ASSOCIATED PLANTS; CONTAINMENT BUILDINGS; DYNAMICS; FINITE ELEMENT METHOD; FREQUENCY ANALYSIS; MECHANICAL VIBRATIONS; MODE SELECTION; PAKS-1 REACTOR; PAKS-2 REACTOR; PAKS-3 REACTOR; PAKS-4 REACTOR; REACTOR SAFETY; SEISMICITY; SPECTRAL RESPONSE; THREE-DIMENSIONAL CALCULATIONS
OSTI ID:
20002978
Research Organizations:
International Atomic Energy Agency, Vienna (Austria)
Country of Origin:
IAEA
Language:
English
Other Identifying Numbers:
TRN: XA9952710052365
Availability:
Available from INIS in electronic form
Submitting Site:
INIS
Size:
66 pages
Announcement Date:

Citation Formats

David, M. Seismic analyses of structures. 1st draft. IAEA: N. p., 1995. Web.
David, M. Seismic analyses of structures. 1st draft. IAEA.
David, M. 1995. "Seismic analyses of structures. 1st draft." IAEA.
@misc{etde_20002978,
title = {Seismic analyses of structures. 1st draft}
author = {David, M}
abstractNote = {The dynamic analysis presented in this paper refers to the seismic analysis of the main building of Paks NPP. The aim of the analysis was to determine the floor response spectra as responseto seismic input. This analysis was performed by the 3-dimensional calculation model and the floor response spectra were determined for a number levels from the floor response time histories and no other adjustments were applied. The following results of seismic analysis are presented: 3-dimensional finite element model; basic assumptions of dynamic analyses; table of frequencies and included factors; modal masses for all modes; floor response spectra in all the selected nodes with figures of indicated nodes and important nodes of free vibration.}
place = {IAEA}
year = {1995}
month = {Jul}
}