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Contains DLL executables and documentation for the modified Ibarra-Medina-Krawinkler deterioration models (Bilinear, Peak-Oriented, Pinching)

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Modified_IMK_Models

Contains DLL executables and associated documentation for the modified Ibarra-Medina-Krawinkler deterioration models (Bilinear, Peak-Oriented, Pinching)

-IMKBilin: Typically used for simulating the behavior of structural steel components

-IMKPeakOriented: Typically used for simulating the behavior of reinforced concrete (RC) components that exchibit peak-oriented hysteretic behavior

-IMKPinching: Typically used for simulating the behavior of any structural component that is characterized by pinching

References:

Ibarra, L. F., Medina, R. A., and Krawinkler, H. (2005). "Hysteretic models that incorporate strength and stiffness deterioration." Earthquake Engineering & Structural Dynamics, 34(12), 1489-1511, Doi: 10.1002/eqe.495.

Lignos, D. G., and Krawinkler, H. (2011). "Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading." Journal of Structural Engineering, 137(11), 1291-1302, Doi: 10.1061/(ASCE)ST.1943-541X.0000376.

Lignos, D. G., and Krawinkler, H. (2013). "Development and utilization of structural component databases for performance-based earthquake engineering." Journal of Structural Engineering, 139(8), 1382-1394, Doi: 10.1061/(ASCE)ST.1943-541X.0000646.

Link to structural performance databases for input model parameter computations based on the Lignos and Krawinkler papers: http://resslabtools.epfl.ch/component/

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Contains DLL executables and documentation for the modified Ibarra-Medina-Krawinkler deterioration models (Bilinear, Peak-Oriented, Pinching)

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