Published 1989
| Version v1
Miscellaneous
Dynamics of vibration excitation and prospects of dynamic investigation of power equipment of nuclear power plants using the resonance method
- 1. KBGU, Nal'chik (USSR)
- 2. Vsesoyuznyj Nauchno-Issledovatel'skij i Proektno-Konstruktorskij Inst. Atomnogo Ehnergeticheskogo Machinostroeniya, Moscow (USSR)
Description
Differential equations of vibrations of the vibrator-object system were obtained by solving Lagrange equations of the 2nd kind. During the vibration of a 400 kg test body over the 1 to 90 Hz frequency range of the vibrator, the calculated time of vibration stabilization did not exceed 10 s, which is consistent with experimental results. The method enables one to determine the material compliance during actual seismic events and during the additional diagnostics of the equipment. (J.B.). 1 ref
Additional details
Additional titles
- Original title (Russian)
- Динамика возбуждения колебаний и перспективы дынамических исследований энергетического оборудования AEhS резонансным методом
Publishing Information
- Imprint Title
- Dynamics of structures '89. Vol. 3
- Imprint Pagination
- 155 p.
- Journal Page Range
- p. 59-62.
- Report number
- INIS-mf--12811(v.3)
Conference
- Title
- Czechoslovak conference on dynamics of structures '89.
- Original Conference Title
- Dynamika stavebnich konstrukci '89
- Dates
- 12-14 Sep 1989.
- Place
- Karlovy Vary (Czechoslovakia).
INIS
- Country of Publication
- Serbia and Montenegro
- Country of Input or Organization
- Serbia and Montenegro
- INIS RN
- 22043935
- Subject category
- S22: GENERAL STUDIES OF NUCLEAR REACTORS;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- ANALYTICAL SOLUTION; DAMPING; DYNAMIC LOADS; FREQUENCY DEPENDENCE; HZ RANGE; LAGRANGE EQUATIONS; MECHANICAL VIBRATIONS; NUCLEAR POWER PLANTS; SEISMIC EFFECTS
- Descriptors DEC
- DIFFERENTIAL EQUATIONS; EQUATIONS; FREQUENCY RANGE; NUCLEAR FACILITIES; PARTIAL DIFFERENTIAL EQUATIONS; POWER PLANTS; THERMAL POWER PLANTS
Optional Information
- Notes
- Imprint:Dynamika stavebnich konstrukci. Dil 3.