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Moment-Curvature, Force-Deflection, and AxialForce-Bending Moment Interaction Analysis ofReinforced Concrete Members(For Windows 98/ NT/ 2000/ XP) By: Asad Esmaeily, Assistant Professor KSU, Civil Engineering Department
USC_RC was developed as a tool to address the analytical needs of my research on the seismic behavior of bridge piers under various loading patterns (a PEER-NSF funded research program). It can handle 2 different systems, 4 major cross sections, any kind of steel behavior (by tuning the parameters of the model developed specifically for the program), unconfined and confined concrete Monotonic or Hysteretic stress-strain relationship (right now, one model is available, but some other models, even a custom model will be provided later).
USC_RC can provide the analysis for the Moment-Curvature response of the section under any loading condition (Hysteretic, or Monotonic depending on the case). It can also provide the Force-Deflection analysis under any loading pattern, namely a variable axial load that may be with respect to the deflection or lateral load, or a proportionally variable axial load, with any kind of lateral displacement history.
Bi-directional analysis, different material models, and a custom option are among the other features expected to be added in the next version. A virtual Lab., is a very convenient tool for the pre-test analytical investigations. This feature is supposed to be added as soon as I find some time.
Some sites have already provided a link to my page (the USC_RC) and I hope to post the updated versions as soon as they are ready.
Uninstall: To uninstall USC_RC, choose Uninstall from the start menu (where the program is)
Contact Information: Asad Esmaeily KSU, Civil Engineering Department Fiedler Hall, 2139 Manhattan, KS 66506 E-mail: asad@ksu.edu Since
October 4th 2001: |