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- W574674887 abstract "A nonlinear model and analysis procedure for reinforced concrete columns with short lap splices is presented. The model is based on local bond stress and slip relations to estimate the strength and deformation capacity of the spliced bars. A comparison of the calculated and measured response showed good agreement in terms of the lateral strength, deformation, and failure mode." @default.
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- W574674887 modified "2023-10-18" @default.
- W574674887 title "REINFORCED CONCRETE (RC) COLUMNS WITH LAP SPLICES SUBJECTED TO EARTHQUAKES" @default.
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