1) equivalent load
等代荷载
1.
According to the equivalent load law,the spatial pre-stress is equal to the vertical and the radial direction load.
按等代荷载法将空间预应力等效为竖向荷载和径向荷载,利用能量变分原理,推导出曲线梁竖向和径向的基本微分方程、边界条件,并求得相应的闭合解。
2.
In general cases, the formula for calculating the equivalent load of prestressing force in curved girder is rather complicated and inconvenient to use.
在一般情况下，曲梁的预应力等代荷载公式比较复杂［２］，不便于应用。
3.
Because the loss of prestressing force caused by friction resistance in curved girder will increase with the increasing of the curvature of curved girder, the calculation for equivalent load of prestressing force must add the effect of friction resistance.
因此，预应力等代荷载的计算必须计入摩阻力的影响。
2) equivalent-load method
等代荷载法
3) equipollent load
等代荷载;等力荷载;等力载荷
4) equivalent earthquake load
等代地震荷载
1.
After comparing the results with those from assumed earthquake load distribution, a criterion to determine the equivalent earthquake load distribution was put forward and a coefficient was suggested to revise the value of inner force, so that.
内容包括 :地铁区间隧道断面的地震响应计算 ,等代地震荷载的确定原则 ,以及在 2 %、1 0 %和 63 2 %三种概率水准 ,上海市区典型区间隧道断面的等代地震荷载及其修正系数的确定等。
5) equivalent load
等效载荷
1.
A method, as known as equivalent loading method, for solving beam-column with initial bending is discussed in this paper.
介绍一种求解初弯曲纵横弯曲梁的方法——等效载荷法,以及该方法在解决实际工程问题中的成功应用,为井下控制工具的研制和井眼轨道控制提供了理论依据。
2.
A method, the equivalent loading method based on inherent strain, to predict welding deformations of structures accurately is presented in this paper.
文章提供了准确预测焊接变形的固有应变等效载荷法。
3.
To address this,an equivalent load method based on inherent strain is presented.
采用的固有应变等效载荷法是结合固有应变理论和实验结果,先计算焊接区域的固有应变,再将其转化为等效载荷,进而应用弹性有限元分析求得焊接变形。
6) equivalent load
等效荷载
1.
Unified method and simplification for calculating prestressing equivalent load;
预应力等效荷载计算的通用方法及其简化
2.
The shortcomings of the traditional modeling methods,the equivalent load method and the load balance method,in external pre-stressed concrete bridges were analyzed.
阐述了体外预应力结构的概念与特性,分析了传统体外预应力混凝土梁桥建模方法——等效荷载法和荷载平衡法的缺点。
补充资料：长等短等
1.犹言左等右等。谓等待久。
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