摘要
给出工字形截面剪应力分布不均匀系数的精确计算方法,并与现有的近似公式相比较,同时进行了误差分析,从而给出了现有近似公式在工程结构计算中的适用范围,为工程结构计算提供了理论分析依据。
This Paper gives the method of exact calculation on non-uniform factor of shear stress of I Section. Compared with the approximate formula,it analyses the error so as to give the range of applicability of approximate formula in engineering, and offers the reliable basis for engineering calculating.
出处
《河北建筑工程学院学报》
CAS
2002年第4期49-50,共2页
Journal of Hebei Institute of Architecture and Civil Engineering
