Site Response Analysis Considering Strain Compatible Site Period

In practice it is common to estimate site effects using a single proxy, or single variable such as 30 m shear wave velocity (Vₛ₃₀) or site period. Many studies have investigated merits of proposed proxies with contradicting recommendations. Yet, most studies indicate...

Seismic Analysis of Nuclear Power Plants

Attending an invitation from the Mexican Society of Geotechnical Engineering (SMIG), the Mexican Society of Structural Engineering (SMIE) and the Mexican Society for Earthquake Engineering (SMIS), Julio Garcia of SC Solutions presented a lecture on the topic: Seismic...

Pilgrim Nuclear Power Station Seismic Analysis

Pilgrim Nuclear Power Station Seismic Analysis Probabilistic soil-structural interaction analysis for detailed seismic risk assessment of power plant  PROJECT TYPE Seismic Probabilistic Risk Assessment Soil-Structure Interaction Analysis  LOCATION...
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