A simplified axial-shear-flexure interaction approach for load and displacement capacity of reinforced concrete columns

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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
Pages753764; # of pages: 12
SubjectAxial-shear-flexure interaction, shear failure, ductility, lateral displacement, beams, columns, nonlinear analysis, flexural strength, axial forces, deformation, performance characteristics, reinforced concrete; Concrete columns
AbstractThis paper describes the formulation, implementation and verification of the modified approach. A future attempt is to modify the ASFI method for response estimation of reinforced concrete columns in fire under axial load and lateral deformation induced by thermal expansion.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number52622
NPARC number20374683
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Record identifier4f6321dd-9d02-4786-ab5a-d43ee3d2d7d0
Record created2012-07-23
Record modified2016-05-09
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