Zobrazeno 1 - 2
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pro vyhledávání: '"Noto, Shinya"'
Publikováno v:
構造工学論文集. :465-474
In this study, numerical analytical model of multi-span continuous steel bridges for grasping these seismic behaviors taking soil-structure interaction into account is prepared. Firstly, soil's damping coefficients are focused. Optimum coefficients a