Published December 1997
| Version v1
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Seismic response analysis and test for electrotechnical box of nuclear power plant
- 1. Shanghai Nuclear Engineering Research and Design Inst. (China)
Description
The seismic response analysis and experimental study for five typical types of electrotechnical box of NPP have been completed. Structural free vibration characterization and seismic response were calculated by means of beam-plate linear mathematical model of finite element method. Seismic tests have been carried out for three typical types of electrotechnical box. Structural natural frequency and acceleration response from seismic tests were measured. Calculation results fairly meet test data. Thus effectiveness of the mathematical model is further verified
Availability note (English)
Available from INIS in electronic form and/or on microfiche .Files
29029182.pdf
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Additional details
Publishing Information
- Imprint Pagination
- 12 p.
- Report number
- CNIC--01224
INIS
- Country of Publication
- China
- Country of Input or Organization
- China
- INIS RN
- 29029182
- Subject category
- S22: GENERAL STUDIES OF NUCLEAR REACTORS; S58: GEOSCIENCES;
- Descriptors DEI
- ACCELERATION; CONTROL ROOMS; EIGENFREQUENCY; FINITE ELEMENT METHOD; LIMITING VALUES; MATHEMATICAL MODELS; NUCLEAR POWER PLANTS; RESPONSE FUNCTIONS; SEISMIC EFFECTS; SEISMIC ISOLATION; SIMULATION; STRESS ANALYSIS; STRESS INTENSITY FACTORS; TANKS
- Descriptors DEC
- CALCULATION METHODS; CONTAINERS; FUNCTIONS; NUCLEAR FACILITIES; NUMERICAL SOLUTION; POWER PLANTS; THERMAL POWER PLANTS
Optional Information
- Notes
- 9 refs., 4 tabs., 12 figs.
- Secondary number(s)
- SNERDI--0034.