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Behavior of restrained reinforced concrete columns under sustained load

Manuel, R.F. / MacGregor, J.G.

Method of analysis applies to cross-sections, member lengths, and duration of sustained load, and utilizes numerical integration and trial and error procedures to obtain equilibrium configurations of frameworks under load; concrete was represented as viscoelasto-plastic material and steel was considered to be idealized elasto-plastic material with no time dependent dimensional instability; rate of creep method was used to estimate creep of concrete under variable stress; columns were laterally restrained and were bent in symmetrical single curvature or double curvature with one end of column fixed.

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Behavior of restrained reinforced concrete columns under sustained load

Manuel, R.F. / MacGregor, J.G.

Method of analysis applies to cross-sections, member lengths, and duration of sustained load, and utilizes numerical integration and trial and error procedures to obtain equilibrium configurations of frameworks under load; concrete was represented as viscoelasto-plastic material and steel was considered to be idealized elasto-plastic material with no time dependent dimensional instability; rate of creep method was used to estimate creep of concrete under variable stress; columns were laterally restrained and were bent in symmetrical single curvature or double curvature with one end of column fixed.

Behavior of restrained reinforced concrete columns under sustained load

Manuel, R.F. / MacGregor, J.G.

Method of analysis applies to cross-sections, member lengths, and duration of sustained load, and utilizes numerical integration and trial and error procedures to obtain equilibrium configurations of frameworks under load; concrete was represented as viscoelasto-plastic material and steel was considered to be idealized elasto-plastic material with no time dependent dimensional instability; rate of creep method was used to estimate creep of concrete under variable stress; columns were laterally restrained and were bent in symmetrical single curvature or double curvature with one end of column fixed.

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Title:

Behavior of restrained reinforced concrete columns under sustained load

Additional title:

Alberta, Univ -- Dept Civ Eng -- Investigation Reinforced Concrete Columns in Multistory Bldgs -- Report

Contributors:

Manuel, R.F. (author) / MacGregor, J.G. (author)

Published in:

Alberta University -- Department of Civil Engineering -- Investigation of Reinforced Concrete Columns in Multistory Buildings -- Report

Publication date:

1966

Size:

231 pages

Type of media:

Report

Type of material:

Print

Language:

English

Keywords:

© Metadata Copyright Elsevier B. V. All rights reserved.

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