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

Part of:
Dynamics of structures '89. Vol. 3

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.