VECTOR-VALUED INTENSITY MEASURES FOR PULSE-LIKE NEAR-FAULT GROUND MOTIONS
By Jack W. Baker, A. Cornell. 2008
188 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/da4711fdfd595ca03d3ee4480f6502ac32cff11a
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In Civil and Structural Engineering
- K. Campbell
- Y. Bozorgnia
- Gholamreza Ghodrati Amiri
- A. Nicknam
- Masood Yakhchalian
- W. Du
- Gang Wang
- Brendon Bradley
Citations in the corpus
- A Comparison of Ground Motion Prediction Equations for Arias Intensity and Cumulative Absolute Velocity Developed Using a Consistent Database and Functional Form (2012, background): “However, it should be noted that neither AI nor CAV explicitly account for the timing of the arrival of the different phases of energy, such as a large velocity pulse, which can be important in the response of a structure to near-source ground motion (e.g., Baker and Cornell 2008).”
- Optimal vector-valued intensity measure for seismic collapse assessment of structures (2015, background): “…the occurrence of collapse (C equals 1 if the record causes collapse and 0 otherwise), the following functional form is fi tted (Baker, 2005; Baker and Cornell, 2008b): 2 2 im C 1 1 2 2 im e( IM im , IM im ) 1 e a b a bP P C (8) where a and b are coeffi cients to be estimated from the…”