Spectral shape, epsilon and record selection

By Jack W. Baker, C. Allin Cornell. 2006

890 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/0dd403da723ed70493f46c49359113ddff951ff4

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

Citations in the corpus

Conditional Spectrum Computation Incorporating Multiple Causal Earthquakes and Ground-Motion Prediction Models (2013, neutral): “The most common use for a CS is as a target response spectrum for ground-motion selection and scaling (Baker and Cornell, 2006; Baker, 2011).”
Vector-valued Intensity Measures Incorporating Spectral Shape For Prediction of Structural Response (2008, methodology): “Here the same records are used for all Sa ( T 1 ) levels, although one can use different records at various levels if probabilistic seismic hazard analysis (PSHA) disaggregation suggested that important record properties were changing [ Baker and Cornell, 2006b ].”
Eurocode 8 Compliant Real Record Sets for Seismic Analysis of Structures (2008, methodology): “Moreover, the scaling of records to match some spectral value does not seem to bias the response estimate if the deviation from the median ground-motion prediction relationship effect is accounted for appropriately [Baker and Cornell, 2006a].”
Preliminary ranking of alternative scalar and vector intensity measures of ground shaking (2015, methodology): “…et al. (2009) SN1, SN2 Lin et al. (2011) Vector-valued IMs [PGA, M] Elefante et al. (2010) [Sa(T1), RT1 ;T ] b Baker and Cornell (2008a, b) [Sa(T1), e] Baker and Cornell (2006) [Sa(T1), RT1 ;T , e] b Baker and Cornell (2008a) a Two different vectors for T are assigned to this scalar IM (see Sect.”
Strong ground motion record selection for the reliable prediction of the mean seismic collapse capacity of a structure group (2011, background): “Reduction of this bias and the variance of the resulting structural response can be achieved by considering the spectral shape in the record selection [11].”
Ground-motion models for average spectral acceleration in a period range: direct and indirect methods (2017, background): “…of AvgSA compared to other advanced IMs is that the hazard computations for this IM does not require a new specific GMPE (Cordova et al. 2000; Baker and Cornell 2006; Bianchini et al. 2009; Bojórquez and Iervolino 2011; Kohrangi et al. 2017a), as it is possible to obtain its statistical…”
Correlation of Spectral Acceleration Values from NGA Ground Motion Models (2008, background): “Vectorvalued probabilistic seismic hazard analysis requires these correlations to compute the probability of joint occurrence of specified spectral acceleration values at multiple periods (Bazzurro and Cornell 2002).”