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Closure to "Deformation capacity of reinforced concrete columns"

From National Research Council Canada

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Affiliation
  1. National Research Council of Canada. NRC Institute for Research in Construction
FormatText, Article
SubjectBeams, columns, nonlinear analysis, flexural strength, axial forces, deformation, performance characteristics, reinforced concrete; Concrete columns
Abstract
The approach presented in this article can be used only to estimate the point of the ultimate capacity, which is the ultimate deformation and load of the column; however, the equations have been derived from a monotonic loading approach.
Publication date
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  • ACI Structural Journal 107, no. 1 (1 January 2010): 126–127.
LanguageEnglish
Peer reviewedYes
NRC numberNRCC 52656
NRC-IRC-20610
NPARC number20374341
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Record identifier6607c108-d9a1-450b-ae5a-f983644b5fe5
Record created2012-07-23
Record modified2020-04-17
Date modified: