Weyl模维数恒等式  

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

作　　者：郑丽丽[1,2] 江晓武[1,2] 

机构地区：[1]信阳师范学院数学系 [2]信阳电大

出　　处：《信阳师范学院学报（自然科学版）》1997年第3期13-15,共3页Journal of Xinyang Normal University(Natural Science Edition)

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。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.

关 键 词：模 权 维数多项式 WEYL群 

分 类 号：O152[理学—数学]