Response prediction and experimental results of a one-bay reinforced concrete frame

AuthorSearch for: ; Search for: ; Search for: ; Search for:
Proceedings titleProceedings of Japan Concrete Institute, JCI Annual Convention
ConferenceJCI Annual Convention, July 11-13, 2006, Niigata, Japan
Pages229234; # of pages: 6
SubjectAxial-shear-flexure interaction; displacement-based analysis; shear and flexure failures; experimental study; frame structure; axial deformation; ultimate drift ratio
AbstractA one-bay reinforced concrete frame was tested under varying axial load and cyclic lateral loads. Prediction of the test results was implemented prior to the test. A flexure response was predicted applying Axial-Shear-Flexure Internation (ASFI) method. Based on ACI and AIJ equations, a shear failure was estimated for the frame response. However, experimental results verified estimated performance by ASFI method. Considering an effective length for the columns, due to movement of the inflection points, a satisfactory correlation was obtained for both analytical and test data.
Publication date
Peer reviewedYes
NPARC number21274162
Export citationExport as RIS
Report a correctionReport a correction
Record identifiercfc2724c-e754-4015-818e-e71bab1760bf
Record created2015-02-19
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: