Sliding-vibrating responses of elastic structures

  • Yu-An Fu Ministry of Metallurgical Industry, Beijing, China

Abstract

By using simulated friction forces, analytical expressions were derived from the sliding-vibrating response of a single degree of freedom system under harmonic excitation or the "disadvantageous period reciprocating motion", taking the mass of the sliding base into consideration. Some of the general laws were studied and some new characteristics determined which had previously been ignored by assuming rigid body motion. The analysis methods adopted in this paper have been confirmed in comparison with the results of model tests on a shake table.

References

Fu Yu-an, "Anti-Overturning Analysis of High-rise Structures with Sliding Base", Master Degree Thesis, CRIBC, MMI, China, 1981.

Fu Yu-an, "Analysis of Sliding- Vibrating Responses of Elastic Structures", 'Development of Earthquake Engineering', Vol.3-4, Beijing, China, 1983.

Fu Yu-an, "Analysis Calculating Method of Sliding-vibrating Responses to Elastic Structures under Harmonic Excitation". Research Report No. 12 of CRIBC, MMI, China, 1982.

Fu Yu-an, "A Practicable Estimation for Sliding Base Isolation", Research Report No. 11 of CRIBC, MMI, China, 1981.

Liu Dexin, "Analysis of Sliding- Friction Isolation of Structures, Master Degree Thesis, CRIBC, MMI, China, 1981.

Published
1988-09-30
How to Cite
Fu, Y.-A. (1988). Sliding-vibrating responses of elastic structures. Bulletin of the New Zealand Society for Earthquake Engineering, 21(3), 190-197. https://doi.org/10.5459/bnzsee.21.3.190-197
Section
Articles