Practical Modeling of Bar Slippage in R/C Joints

by Parviz Soroushian, Michigan State Univ, East Lansing, MI, USA,
Kienuwa Obaseki, Michigan State Univ, East Lansing, MI, USA,



Document Type: Proceeding Paper

Part of: Electronic Computation

Abstract:

A procedure based on the displacement method of analysis has been developed for analyzing the behavior of beam reinforcement crossing the interior beam-column connections under seismic forces. The proposed procedure uses displacement (slip) as input and, unlike the other available methods, does not involve time-consuming iterative solutions of nonlinear equations. It is also shown to compare well with test results.



Subject Headings: Concrete columns | Reinforced concrete | Beam columns | Displacement (mechanics) | Structural analysis | Shafts | Load and resistance factor design | Connections (structural)

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