1) section covert method
截面折算法
2) reduced section
折算截面
1.
Based on `reduced section',the thesis develops a method to rectify the strength and rigidness of the main bearing components in which an example is illustrated.
提出了以“折算截面”为基础 ,对玻璃钢复合材料梯子间主要受力构件进行强度和刚度校核的力学计算方法 ,通过实例进行了介绍分
3) broken-line section method
折截面法
1.
Secondly, this dissertation has a detail study on the stress analysis of broken-line section method and the calculation formula about the traditional double-arc gear bending stress.
进而,本文对折截面法应力分析方法和双圆弧齿轮传统弯曲应力计算公式进行了详尽的研究,然后基于折截面法和任意转角位置的双圆弧齿轮齿廓数学模型构建了一个新的弯曲应力数学模型,并对其中的大部分几何参数进行了推导和计算。
4) transformed-section method
换算截面法
1.
In the paper,base on transformed-section method,adopting variational principle,it deducing shear lag coefficient formulation of simply supported prestressed concrete box girder under uniform load and simply supported reinforced concrete box girder under concentrated load,concrete cracking is considered in shear lag effect,and compared with experimental result and design code.
变分原理通常应用于箱形截面梁剪力滞效应弹性分析,本文基于换算截面法,运用变分原理推导了预应力混凝土简支箱梁均布荷载作用、钢筋混凝土简支箱梁集中荷载作用的剪力滞系数计算公式,考虑了混凝土开裂对箱梁剪力滞效应的影响,并与试验结果和规范方法进行了对比分析。
5) transformed section method
换算截面法
1.
In this paper,formulas are deduced to calculate time-dependence deformation based on transformed section method,and an analytical procedure is given forecast the shrinkage and creep deformation,it considering such factors as concrete strength,stress,reinforcement ratios,concrete cracking,shrinkage and creep.
按换算截面法推导了CFRP加固混凝土梁时效变形计算公式,在此基础上编制了预测收缩、徐变变形的分析计算程序,考虑了混凝土强度等级、加载应力、配筋率的变化、混凝土开裂、混凝土收缩徐变等因素的影响,与其它计算方法比较表明,该方法能较精确预测CFRP加固混凝土梁的时效变形。
6) Slice Algorithm
横截面算法
补充资料：GDP折算指数
GDP折算指数：是名义的GDP和实际的GDP的比率。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条