Axial-shear-flexure interaction approach for displacement-based evaluation of reinforced concrete elements

AuthorSearch for:
AbstractAn axial-shear-flexure interaction (ASFI) approach is outlined that considers axial deformation, compatability and equilibrium conditions applicable to a displacement-based analysis of reinforced concrete elements. ASFI analytical results are compared with experimental data for five, rectangular reinforced concrete columns, a shear wall, a beam, and a one-bay frame with acceptable correlation. An appendix provides a case study of seismic response simulation for a reinforced concrete frame building with masonry infill walls subjected to the 2003 Bam (Iran) earthquake using OpenSees.
Publication date
PublisherUniversity of Tokyo
PlaceTokyo, Japan
Peer reviewedNo
NPARC number21274189
Export citationExport as RIS
Report a correctionReport a correction
Record identifier3ed798ce-402d-4a52-b19b-faba93723411
Record created2015-02-24
Record modified2016-05-09
Bookmark and share
  • Share this page with Facebook (Opens in a new window)
  • Share this page with Twitter (Opens in a new window)
  • Share this page with Google+ (Opens in a new window)
  • Share this page with Delicious (Opens in a new window)
Date modified: