Micro Seismic Hazard Analysis
Micro Seismic Hazard Analysis
Micro Seismic Hazard Analysis
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Fundamental frequency andcharacteristic site period• N-th natural frequency of the soil deposit:ωnV s⎛ π ⎞≈ ⎜ + nπ⎟ n = 0,1,2 ,..., ∞H ⎝ 2 ⎠• The greatest amplification factor will occur at thelowest natural frequency: fundamental frequencyπV ω s0=2H
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