Seismic intensity measure selection considering Record-to-Record and Angle-to-Angle uncertainties.

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This study evaluates seismic intensity measures' Record-to-Record and Angle-to-Angle efficiencies on steel frames, finding Ev acceptable for reducing randomness in seismic performance assessment.

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This paper discusses how to select seismic intensity measures by explicitly accounting for uncertainties that arise from record-to-record variability and angle-to-angle differences. Using a comparison framework across candidate intensity measures, it identifies which measures are more robust when those uncertainties are considered, based on how their performance changes under different input record and geometry conditions. A major limitation is that the analysis is dependent on the set of ground-motion records and scenarios used in the study, which constrains how generally the recommended selection carries over to other datasets. The paper does not explicitly discuss endometriosis or adenomyosis; it was included in the corpus via a keyword match in the upstream search index.

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Abstract

This study addresses the critical task of selecting an appropriate seismic intensity measure to assess structural performance under earthquake loading. It explores the impact of intensity measure selection on two significant sources of uncertainty: Record-to-Record (R-to-R) and Angle-to-Angle (A-to-A) variability. While R-to-R variability has been extensively studied, A-to-A variability remains relatively unexplored. A large set of Intensity Measures are evaluated and compared in terms of their Record-to-Record Efficiency and Angular Efficiency. This study aims to provide a more comprehensive understanding of their suitability, regarding the simultaneous impact of mentioned uncertainties. Numerical analyses are conducted on two moment-resisting steel frame structures subjected to a diverse set of ground motions along with ten rotation angles. The efficiency of different intensity measures is computed, among which Ev indicated an acceptable performance in reducing the parallel randomness in probabilistic seismic performance assessment.
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last seen: 2026-05-20T01:45:00.602351+00:00
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License: CC-BY-4.0