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  1. orfilos1

    Csm sensitivity to ground stiffness

    I am using AASHTO LFRD to design the pile group foundations of a viaduct. I carried out a sensitivity analyses for the elastic Seismic Response Coeffiecient Csm against stiffness profile and it seems very insensitive. I use REPUTE (a BEM pile group code based on PGroupN) to calculate the...

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