Project Abstract
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The study presented here is aimed at identifying if simulated ground motions can be used for quantifying response of structural systems in a code-type application. To that end, we have quantified the difference between the response of various structures to two sets of ground motions: 1) a set of ground motions selected from a population of recorded ground motions and scaled to a target spectrum, and 2) a set of ground motions selected from a population of simulated ground motions and scaled to the same target spectrum. Various combination of structures (4-story, 8-story, and 20-story Steel Special Moment-resisting Frames), number of ground motions in each set (7 and 40), target hazard level (Design-based Earthquake, and Maximum Considered Earthquake), and ground motion selection and scaling procedures (fitting to Uniform Hazard Spectrum, and fitting to Conditional Mean Spectrum) were used. The result of the study shows that simulated ground motions overestimate maximum interstory drift ratio for the 4-story and 8-story structures when ground motions are scaled to match Uniform Hazard Spectrum; the difference is larger when sets consist of 7 motions compared to 40 motions are used. The reason for such difference can be found by comparing the pulse-like characteristics of ground motions in simulated and recorded ground motion populations. It appears that simulated motions have a higher proportion of pulse-like motions with substantial difference in pulse period compared to their recorded motion counterparts. Caution is warranted when extrapolating the result of this study given the limited number of SMRF models used. Nevertheless, ground motions were all from historic events where simulations have a high likelihood in matching the recordings. |