Research Article
Aug 1982

Rigid-Body Response of Base-Isolated Structures

Publication: Journal of the Structural Division
Volume 108, Issue 8

Abstract

The problem of control of rigid body response of structural systems such as nuclear islands, which are mounted on a gird of bearings with three dimensional damping and stiffness properties, is analyzed. A parametric study is carried out to show the effects of the dimensionless parameters of the foundation on the transmissibilities of the structure due to harmonic ground motion. The characteristics of an optimal base isolation are discussed and results are presented in a form which may be of use in preliminary designs.

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Journal of the Structural Division
Volume 108Issue 8August 1982
Pages: 1806 - 1814

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Published in print: Aug 1982
Published online: Feb 1, 2021

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Iradj G. Tadjbakhsh, M.ASCE
Prof., Dept. of Civ. Engrg., Rensselaer Polytechnic Inst., Troy, N.Y.
Jonathan J. Ma
Research Asst., Dept. of Civ. Engrg., Rensselaer Polytechnic Inst., Troy, N.Y.

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