Investigations of dynamic interactions coupled by soil between neighbouring nuclear power plants of high mass in case of seismic excitation
Description
A sensitivity study for the interaction effects for adjacent structures of nuclear power plants i.e. for main buildings and auxiliary buildings has been performed due to horizontal seismic excitation. An interaction measuring rule for response spectra has been defined as the ratio of amplitude of response calculated inclusive the auxiliary building to the amplitude calculated without the auxiliary building in respect to the proper eigen-frequencies. The calculations of the three-dimensional effects are approximated with the program FLUSH. The accuracy of the achievable response herewith calculated is proven in comparison with other suitable methods. The interaction measuring rule is determined by a parameter investigation including the mathematical model consisting of the soil, the main building, and the auxiliary building. The following assumptions are asserted: 1. the soil characteristics are temporarily constant. Ignorance of the accuracy of the realistic i.e. stress depending soil values is encountered by variation of the decisive characteristics within their applicable band-width. 2. The fineness of the mathematical-mechanical modelling for the structural systems i.e. the number of the degrees of freedom is limited to a minimum. Attention is hereby paid that the eigen-frequencies of the main building as well as the eigen-frequencies of the layered soil system in the range of 0 to 10 Hz are computed with sufficient accuracy. (orig./HP)
Availability note (English)
MF available from INIS under the Report Number.Abstract (German)
Es werden Wechselwirkungseinfluesse von Kernkraftwerkshaupt- und -nebengebaeuden unter horizontalen seismischen Erregungen mit dem Rechenprogramm FLUSH untersucht. Die Genauigkeit der mit FLUSH erzielbaren Ergebnisverlaeufe wird durch die Ueberpruefung mit anderen geeigneten Verfahren einer methodenkritischen Untersuchung unterzogen. Der Wechselwirkungseinfluss wird durch eine parametrische Untersuchung der aus Boden, Hauptgebaeude und Nebengebaeude bestehenden Systemabbildungen ermittelt. Es gelten folgende Ausnahmen: 1. Die Bodenkennwerte sind zeitlich konstant. Der Unkenntnis ueber das Zutreffen von realistischen, beanspruchungsabhaengigen Bodenwerten wird durch die Variation der massgebenden Kenngroessen innerhalb der fuer sie zutreffenden Bandbreiten Rechnung getragen. 2. Die Feinheit der strukturellen Abbildung des Hauptgebaeudes in Freiheitsgrade wird auf ein Minimum beschraenkt. Dabei wird darauf geachtet, dass die Eigenfrequenzen des Gebaeudes in gleicher Weise wie die Eigenfrequenzen des Bodens im Bereich von 0 bis 10 Hz ausreichend genau zu ermitteln sind. (orig./HP)
Files
Additional details
Additional titles
- Original title (German)
- Untersuchungen ueber durch den Boden gekoppelte dynamische Wechselwirkungen benachbarter Kernkraftwerksbauten grosser Masse unter seismischen Einwirkungen
- Augmented title (English)
- FLUSH code
Publishing Information
- Imprint Pagination
- 120 p.
- Journal Issue
- no. 71
- Series
- BAM Forschungsberichte.
- Report number
- INIS-mf--7539
INIS
- Country of Publication
- Germany
- Country of Input or Organization
- Germany
- INIS RN
- 13714163
- Subject category
- S61: RADIATION PROTECTION AND DOSIMETRY; S58: GEOSCIENCES;
- Descriptors DEI
- CONTAINMENT BUILDINGS; EARTHQUAKES; F CODES; FOUNDATIONS; NUCLEAR POWER PLANTS; RESPONSE FUNCTIONS; SEISMIC EFFECTS; SOILS
- Descriptors DEC
- COMPUTER CODES; CONTAINMENT; FUNCTIONS; MECHANICAL STRUCTURES; NUCLEAR FACILITIES; POWER PLANTS; SUPPORTS; THERMAL POWER PLANTS