Published 1991
| Version v1
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Responses of an isolation system with distinct multiple frequencies
Description
Base isolation systems are generally designed with a single natural frequency. A major concern for these isolation systems is that, if the dominant frequency of a future earthquake is equal or close to the system's natural frequency, the ground motion will be greatly amplified because of resonance,and the superstructure would suffer severe damages. This paper present an isolation system designed with two distinct frequencies. Its responses to different ground motions, including a harmonic motion, show that no excessive amplification will occur. Adoption of this isolation system would greatly enhance the safety of an isolated superstructure against future strong earthquakes. 3 refs., 4 figs., 2 tabs
Availability note (English)
MF available from INIS under the Report Number; OSTI as DE91015682; NTIS; INIS; US Govt. Printing Office Dep.Files
23002040.pdf
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Additional details
Publishing Information
- Imprint Pagination
- 10 p.
- Report number
- ANL/CP--72537
Conference
- Title
- 11. international conference on structural mechanics in reactor technology.
- Dates
- 18-23 Aug 1991.
- Place
- Tokyo (Japan).
INIS
- Country of Publication
- United States
- Country of Input or Organization
- United States
- INIS RN
- 23002040
- Subject category
- S22: GENERAL STUDIES OF NUCLEAR REACTORS; S58: GEOSCIENCES;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- GROUND MOTION; HARMONICS; MECHANICAL VIBRATIONS; NUCLEAR POWER PLANTS; REACTOR COMPONENTS; REACTOR SAFETY; REACTORS; SEISMIC EFFECTS; SEISMIC ISOLATION; SHOCK ABSORBERS
- Descriptors DEC
- MOTION; NUCLEAR FACILITIES; OSCILLATIONS; POWER PLANTS; SAFETY; THERMAL POWER PLANTS
Optional Information
- Contract/Grant/Project number
- Contract W-31109-ENG-38
- Funding organization
- USDOE, Washington, DC (United States).
- Secondary number(s)
- CONF-910817--17.