Published 1991 | Version v1
Report Open

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

Files (205.5 kB)

Name Size Download all
md5:96911064a067207365cb9e5c38367ea5
205.5 kB Preview Download

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.