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.
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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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