Advances in Civil Engineering / 2018 / Article / Tab 2

Research Article

Beneficial and Detrimental Effects of Soil-Structure Interaction on Probabilistic Seismic Hazard and Risk of Nuclear Power Plant

Table 2

Soil layers and properties of the condition C1.

Layer numberThickness (m)VS (m/s)VP (m/s)Damping ratio for S-waveDamping ratio for P-wave

12.132967240.0130.004
22.442937180.0250.008
32.742927160.0340.011
42.742917140.0420.014
53.052927160.0470.016
63.053007340.0500.017
72.743057460.0520.017
82.743087550.0570.019
92.743127640.0600.020
103.053157720.0630.021
113.053227890.0640.021
123.663278020.0650.022
133.663348180.0650.022
143.663418350.0650.022
153.663498560.0640.021
163.963498560.0660.022
173.963548680.0660.022
183.963558690.0670.022
193.963548670.0680.023
Base rock15242489

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