Research Article
Jan 1979

Finite Response of Inelastic RC Structures

Publication: Journal of the Structural Division
Volume 105, Issue 1

Abstract

This paper is concerned with the prediction of response histories, monotonic and cyclic, of reinforced concrete structures via computer programs. The mathematical models employed are classified to identify their distinctive features. Demonstration problems consisting of a beam, a beam column, and a frame are presented to evaluate the computer code SINGER, which is based on a one-dimensional finite element expressed in the form of an energy function. The solution process centers on function minimization. Comparisons between computed and experimental results indicate, in general, good to excellent agreement. Some discrepancies are encountered, and likely causes are cited.

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Published In

Journal of the Structural Division
Volume 105Issue 1January 1979
Pages: 17 - 33

History

Published in print: Jan 1979
Published online: Feb 1, 2021

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Siegfried M. Holzer, M.ASCE
Assoc. Prof. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, Va.
Arnold E. Somers Jr., M.ASCE
Asst. Prof. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, Va.
Joel C. Bradshaw, AM.ASCE
Civ. Engrg. Project Officer, Air Force Weapons Lab., Kirkland Air Force Base, N.M.

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