Dynamic Stability Analysis of Base-Isolated Low-level Nonlinear Structure Under Earthquake Excitation

- Journal title : Transactions of the Korean Society of Mechanical Engineers A
- Volume 25, Issue 11, 2001, pp.1743-1750
- Publisher : The Korean Society of Mechanical Engineers
- DOI : 10.22634/KSME-A.2001.25.11.1743

Title & Authors

Dynamic Stability Analysis of Base-Isolated Low-level Nonlinear Structure Under Earthquake Excitation

Mun, Byeong-Yeong; Gang, Gyeong-Ju; Gang, Beom-Su; Kim, Gye-Su;

Mun, Byeong-Yeong; Gang, Gyeong-Ju; Gang, Beom-Su; Kim, Gye-Su;

Abstract

This paper presents an analysis of nonlinear response of the seismically isolated structure against earthquake excitation to evaluate isolation performances of a rubber bearing. In the analysis of the vibration of building, the building is modeled by lumped mass system where the restoring force is considered as linear, bilinear and trilinear. Fundamental equations of motion are derived for the base isolated structure, and hysteretic and nonlinear-elastic characteristics are considered for a numerical calculation. The excitation levels are magnified fur the recorded strong earthquake motions in order to examine dynamic stability of the structure. Seismic responses (of the building are compared fur the each restoring force type. As a result, it is shown that the effect of the motion by the nonlinear response of the building is comparatively not so large from a seismic design standpoint. The responses of the isolated structures reduce sufficiently and controled the motion of the building well in a practical range. By increasing the acceleration of the earthquake, the yielding of the farce was occurred in the concrete and steel frame, which shows the necessity of the exact nonlinear dynamic analysis.

Keywords

Seismic Isolation;Rubber Bearing;Vibration of Building;Nonlinear Response;Earthquake;

Language

Korean

Cited by

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