A simplified axial-shear-flexure interaction approach for load and displacement 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
ConferenceImproving the Seismic Performance of Existing Buildings and other Structures, by the Applied Technology Council and the Structural Engineering Institute of ASCE: 09 December 2009, San Francisco
Subjectaxial-shear-flexure interaction; shear failure; ductility; lateral displacement; beams; columns; nonlinear analysis; flexural strength; axial forces; deformation; performance characteristics; reinforced concrete; Concrete columns
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LanguageEnglish
Peer reviewedYes
NRC numberNRCC 52622
NRC-IRC-20536
NPARC number20374683
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Record identifier4f6321dd-9d02-4786-ab5a-d43ee3d2d7d0
Record created2012-07-23
Record modified2020-08-11
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