1) shortening algorithm
截短算法
1.
In order tos implify calculuses of extracting greatest common factor of some multinomials, CHEN Xun xuan and HUANG Chuan wen, ZHANG Qi jin and YANG Jia min had separately put for ward a shortening algorithm and adding algorithm in their articles.
为了简化求几个多项式的最大公因式的计算 ,陈馨璇和黄传文、张启金和杨家明曾分别撰文 ,提出了截短算法和辗转相加法。
2) cutting short construction method
截短构造法
3) cut branch algorithm
截枝算法
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) non-truncated arithmetic
非截断算法
补充资料：断截截
1.形容剪裁利索。
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