Based on the theory of Euler-Bernoulli beam and Winkler assumption for elastic foundation, a mathematical model is presented.

 
  • 本文從Euler-Bernoulli梁出發(fā);對彈性地基采用Winkler假定;建立了問(wèn)題的數學(xué)模型.
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目錄 附錄 查詞歷史
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