Spectral shape proxies and nonlinear structural response
By E. Bojórquez, Iunio Iervolino. 2011
252 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/ec7e1276eae748d4b1672feb154f8492881c4bd1
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In Civil and Structural Engineering
Citations in the corpus
- Optimal vector-valued intensity measure for seismic collapse assessment of structures (2015, background): “Based on the results of the study performed by Bojórquez and Iervolino (2011), the vector (Sa(T1), NP) is more effi cient than (Sa(T1), εSa) for predicting the nonlinear response of structures.”
- Ground-motion models for average spectral acceleration in a period range: direct and indirect methods (2017, background): “…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 distribution (which, as customarily done, is…”