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1)  end load
端点载荷
2)  extreme load
极端荷载
1.
The paper presents a study of the impact effect of sudden fracture of steel frame connections due to severe earthquake or other extreme loads including a study of the relation of impulse caused by structural fracture to the release of inner force at the cracked location.
对钢框架节点在强烈地震或极端荷载情况下因突然断裂引起的冲击作用进行了研究。
3)  pile tip load
桩端荷载
4)  polished rod load
悬点载荷
1.
Analysis of flow rate and polished rod load for hydraulic feedback hollow sucker rod pump;
液力反馈型空心杆抽油泵的流量及悬点载荷分析
2.
Effect of centralizer on polished rod load for polymer flooding artificial lift wells;
聚合物驱抽油机井扶正器对悬点载荷的影响
3.
Mathematical simulation for calculation chart of polished rod load in beam pumping unit
抽油机悬点载荷计算图版的数学模拟
5)  point load
点荷载
1.
Discussion on adaptability of point load test of rocks;
试论岩石点荷载试验的适用性
2.
In order that irregular rock pieces could be used at the site to test the point load strength of rockthe laboratory and the in-situ contrastive testing and analysis are conducted.
为了在现场采用不规则试件测试岩石点荷载强度,在实验室和现场进行了相关的对比测试与分析研究。
3.
The writers put forward a new method: collecting some fresh irregular rock piece from the rock bed, the height, length and width of which are accoring accordance with certiai certain regulation, testing them on a point load apparatus at the workplace directly, and processing the data to find the point load strengh of ro.
由于点荷载数据符合正态分布规律,采用Grubbs准则对可疑数据进行取舍,从而代替了人为取舍方法。
6)  nodal load
节点荷载
1.
By solving load-constant,this paper presents equivalent nodal load of several applied-loads on parabolic wedge-shaped beam with rectangular section in cross-beam structures.
本文通过求矩形截面抛物线楔形梁的单元柔度系数和刚度系数,提出了交叉梁系结构中矩形截面抛物线楔形梁的单元刚度矩阵,通过求矩形截面抛物线楔形梁的载常数,提出了交叉梁系结构中矩形截面抛物线楔形梁上几种作用荷载的等效节点荷载。
补充资料:古典主义极端
指古典主义的一种极端情况。如果IS越平坦,或LM越陡峭,则财政政策效果越小,货币政策效果越大,如果出现一种LM曲线为垂直线而IS曲线为水平线的情况,则财政政策将完全无效,而货币政策将完全有效。这种情况被称为古典主义的极端情况。

古典主义极端(Classicalism extreme):财政政策完全无效,而货币政策十分有效的情况被称为古典主义极端。古典主义极端在一下三种情况下发生:(1)当水平的IS曲线与LM曲线中的古典区域并存时;(2)当正常的IS曲线与LM曲线中的古典区域并存时;(3)当水平的IS曲线与LM曲线中的中间区域并存时。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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