[OS-8] Numerical and constitutive models for dynamic analysis 2

[OS-8-03] Impact of directly accounting for post-peak strength loss on the dynamic response of a soil column during earthquake loading

Tyler J Oathes¹, *Trevor J Carey² (1. Rutgers University, 2. University of British Columbia)

キーワード：1D site response, Dynamic response of clays, Sensitivity, PM4Silt, NDA Analysis