1) large coefficient method
大系数法
1.
3-D numerical simulation of flow field around spur dike using wall function and large coefficient method;
大系数法与壁函数结合在丁坝绕流三维数值模拟中的应用
2) magnified method
放大系数法
3) amplification factor method
扩大系数法
1.
Considering the characteristic of medium length and small angle of the pedestal uplift piles in Shanghai area,based on full-scale field test and engineering practice and combined with calculation principal of theoretical method,this paper suggests two calculation methods of the withdrawal resistance of pedestal uplift piles: cylindrical face shear method and amplification factor method.
基于现场足尺试验与工程实践,提出了适合该桩型抗拔承载力计算的两种方法:圆柱面剪切法和扩大系数法。
4) augment of coefficient
增大系数法
1.
The writer puts forward that augment of coefficient can be used to determine the control point of displacement based on datum and the test of PCFS s(prestressed concrete frame structures) resistance under lateral reversed cyclic loading and hysteretic behavious.
通过对预应力框架结构在竖向荷载及水平低周反复荷载作用下的试验研究、全过程滞回分析 ,提出用增大系数法确定位移控制
5) method of the long-team addition coefficient
长期增大系数法
1.
According to the new codes for bridges and the finite element analysis result,the authors put forward a method of the long-team addition coefficient to install the camber and distribution of camber according to cosine line.
通过对连续刚构桥挠度的分析,结合《公路钢筋混凝土及预应力桥涵设计规范》,提出了设置最大预拱度的长期增大系数法及按余弦函数曲线分配预拱度的方法。
6) greatest correlative coefficient
最大相关系数法
补充资料：《大唐大慈恩寺三藏法师传》
见中国佛教传记。
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