Seismic Site Response Analysis with Pore Water Pressure Generation: Guidelines (2024) / Chapter Skim
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Pages 37-43

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From page 37...
... 37   5.1 General For simulations of site response to be reliable, clear and consistent protocols are required. These protocols include (i)
From page 38...
... 38 Seismic Site Response Analysis with Pore Water Pressure Generation: Guidelines commentary) , shear wave velocity assigned to a half-space is used as an input into the seismic hazard analysis.
From page 39...
... Research Approach 39   5.3 Calibration of Constitutive and Site Response Models 5.3.1 General 1D nonlinear ESA requires, at a minimum, two types of calibration: (i) calibration at the soil element level (i.e., element test)
From page 40...
... 40 Seismic Site Response Analysis with Pore Water Pressure Generation: Guidelines conform to target values. Target values can be either published curves or, in relatively rare cases (e.g., this study)
From page 41...
... Research Approach 41   a common result of element testing of silty sand. The goodness-of-fit fit may be reversed by the parameter selection.
From page 42...
... 42 Seismic Site Response Analysis with Pore Water Pressure Generation: Guidelines required. Finally, in almost all solutions involving Rayleigh damping (see Section 3.3)
From page 43...
... Research Approach 43   The last three items (items 3 through 5) are included in the table for completeness.

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