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We employ two structural models in this study.
Vp models in this study are shown on the left.
Following Petersen (2009), standard errors in all regression models in this study are clustered by firm.
The FE models in this study were based on those reported by Kasai et al. [5].
The final velocity models in this study are the results of forward modeling, except for DAr5.
Building models in this study consisted of 6, 10 and 15 story buildings.
Empirical models in this study are specified below by selection and outcome equations.
The tsunami source models in this study correspond to four 1755-like earthquake scenarios.
All four different performance models in this study run under variable return to scale.
The kinetic models in this study were tested using a statistical lack-of-fit test.
A differential reactor design was used for best fit of kinetic models in this study.
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