Abstract
Compared to the coded based simplified method (Sect. 6.2), site specific response analysis (Sect. 4.3) is a more refined method to determine ground motions. As presented in Sect. 3.2.1, even though the P-waves arrive first and cause the vertical shaking of the ground, it is normally the shear waves that cause strong horizontal ground motions and possible subsequent structural damage .
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Jia, J. (2017). Record Selection for Performing Site Specific Response Analysis. In: Modern Earthquake Engineering . Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-31854-2_7
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DOI: https://doi.org/10.1007/978-3-642-31854-2_7
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