Comparing Hysteretic Energy and Ductility Uniform Annual Failure Rate Spectra for Traditional and a Spectral Shape-Based Intensity Measure

<div>Hysteretic model and cyclic responses of the four analyzed systems, and the nonlinear models correspond to elastoplastic with post-yielding stiffness <i>K</i><sub>p</sub> = 0, 3, 5, and 10%.</div>

Advances in Civil Engineering

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Figure 1: Comparing Hysteretic Energy and Ductility Uniform Annual Failure Rate Spectra for Traditional and a Spectral Shape-Based Intensity Measure 