Ground motion evaluation procedures for performance-based design

By J. Stewart, S. Chiou, J. Bray, R. Graves, P. Somerville, N. Abrahamson. 2002

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Correlation of Response Spectral Values for Multicomponent Ground Motions (2006, background): “This quantity is useful for analyzing a three-dimensional structure subjected to ground motions in two horizontal directions, because it describes the intensity of ground motion in two directions using only a single parameter (Stewart et al., 2001; Baker and Cornell, 2006).”
Spectral shape, epsilon and record selection (2006, background): “Method 2 reects state-of-the-art procedures for probabilistic structural assessments [16, 17].”
Eurocode 8 Compliant Real Record Sets for Seismic Analysis of Structures (2008, background): “Moreover, limiting the magnitude also allows the control of the duration of the records [ Stewart et al , 2001 ].”
A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon (2005, methodology): “In this study, we use the same suite of records for di erent Sa(T1) levels, although one could use di erent record suites at di erent levels if PSHA disaggregation suggested that, for example, the representative magnitude level was changing [10]—we shall return to the record selection subject below.”