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郑丽丽, 江晓武. Weyl模维数恒等式[J]. 信阳师范学院学报(自然科学版), 1997, 10(3): 13-15.
引用本文: 郑丽丽, 江晓武. Weyl模维数恒等式[J]. 信阳师范学院学报(自然科学版), 1997, 10(3): 13-15.
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An Simplified Calculation About the Crack Width of Eccentricall Tension Member of Reinforced Concret[J]. Journal of Xinyang Normal University (Natural Science Edition), 1997, 10(3): 13-15.
Citation: An Simplified Calculation About the Crack Width of Eccentricall Tension Member of Reinforced Concret[J]. Journal of Xinyang Normal University (Natural Science Edition), 1997, 10(3): 13-15.
shu

Weyl模维数恒等式

An Simplified Calculation About the Crack Width of Eccentricall Tension Member of Reinforced Concret

    摘要
  • 摘要: 本文利用Ｈｕｌｓｕｒｋａｒ方法求出Ｇ２型Ｗｅｙｌ模维数多项式σ∈ｗｂσＤσ（λ）＝１中的ｂσ之值。

     

    Abstract: According to GBJ10-89 concrete specification, this paper provides the simplified calculation about the crack width of eccentrical tension member of reinforced concrete. With the common cross-sectional dimension and reinforcement ratio in the civil engineer,this paper also compiles a calculating table for the allowable eccentriacl tension of the maximum crack width.

     

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