Research Article
Jun 1979

Estimating Earthquake Response of Simple Hysteretic Structures

Publication: Journal of the Engineering Mechanics Division
Volume 105, Issue 3

Abstract

This paper examines various methods for defining effective linear systems for the earthquake response analysis of simple hysteretic structures. A broad class of approximate methods is considered including: harmonic equivalent linearization, resonant amplitude matching, dynamic mass, constant critical damping, geometric stiffness, geometric energy, stationary random equivalent linearization, and average period and damping. A technique for estimating the accuracy of different approximate methods is presented. A new linearization scheme that may be applied to both degrading and nondegrading hysteretic systems is proposed.

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Journal of the Engineering Mechanics Division
Volume 105Issue 3June 1979
Pages: 391 - 405

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Published in print: Jun 1979
Published online: Feb 3, 2021

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Wilfred D. Iwan
Prof. of Applied Mechanics; California Inst. of Tech., Pasadena, Calif.
Nathan C. Gates
Project Engr., Gulf Research and Development Co., Houston, Tex.

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