1) curves of P-Δu
P-Δu曲线
2) p-t curve
p-t曲线
1.
Method of reliability evaluation for P-T curve based on multi-sample time series analysis;
多样本时间序列的P-T曲线可靠性评估方法
2.
Influence of Firing-Circuitry Polarity to Igniter P-t Curve;
点火线路对点火装置P-t曲线的影响
3) P-I curve
P-I曲线
1.
Three kindsof P-I curve kink from the high-speed LD , w hich c an be able to be displayed in LD test, have been reported and analyzed in this paper.
报告和分析了高速激光器组件中可能出现的3种P-I曲线扭折;指出了在驱动电流20~40mA、光功率0。
4) p-s curve
p-s曲线
1.
Simulation and analysis of the equivalent law of work of P-s curve of anchor pile;
锚杆P-s曲线的功能互等定律法的模拟与分析
2.
According to the grey theory,the author attempts to predict both t-s and P-S curves of the test and obtain the similar settlement which traditionally gained by slow load test.
探讨了灰色理论方法在快速法载荷试验数据处理中的应用,并运用此理论对快速载荷试验各级荷载下的t-s曲线及总体的P-S曲线进行预测,以得到荷载作用下与慢速法一致的稳定沉降量。
3.
By using the data of pull-out tests of anchor rod,we have discussed the use of the nonequidistance GM(1,1)model for simulating the P-S curve of anchor rod and predicting the ultimate capacity of anchor rod,in the same time,we also discussed if we can predict the ultimate capacity of anchor rod by using the data of anchor rod pull-out tests before breakage.
结合锚杆抗拔试验数据,探讨了不等间距GM(1,1)模型拟合锚杆P-S曲线以及预测锚杆极限承载力的效果,同时分析了利用未破坏锚杆实测数据预测锚杆极限承载力的效果。
5) P Δ l d curve
P-Δl_d曲线
6) e-p curve
e-p曲线
1.
A simplified method for determining e-p curve of soft soil and its application to analyzing nonlinear settlement of foundation;
软土e-p曲线确定的简化方法及在非线性沉降计算中的应用
2.
Physical explanation and application example for the new method of plasticity based on e-p curve;
以e-p曲线为基础的塑性力学新方法的物理解释及应用实例
3.
Based on the relationship of e-p curve and e-lgp curv.
结合建筑工程关心的沉降问题,根据e-p曲线和e-lgp曲线的关系,建立了与土体竖向应力有关的土体侧限压缩模量的计算方法,并假定泊松比根据不同的土类,确定为不同的常量,从而,可以较为简单地计算土体的沉降及其应力,工程实例计算结果表明:该方法具有合理性。
补充资料：Hesse曲线(代数曲线的)
Hesse曲线(代数曲线的)
Hessian (algebraic curve)
11油限曲线(代数曲线的)【H台自11(.妙如允.抖e);recc咖，T~aaa，即r药pa一吸ee二o‘二p.助蓝] n次代数曲线(司罗玩水c~)的He丈祀曲线就是其极二次曲线能分裂为两条直线的点的集合，也是第一极曲线的二重点构成的集合.n次非奇异曲线的He丈七曲线是一条次数为3伪一2)、类为3(n一2)(3n一7)的曲线.设介O是这条n次曲线的齐次坐标方程，关丘=刁:f/刁xi刁、，则它的He丈犯曲线的定义方程为 !不:关:五，} }五:关:五31=0. }人，人2人3}特征不等于3时的三次非奇异曲线的H既七曲线与这条曲线交于9个通常拐点.因O.H改e(l 844)而得名. A .E.H困阳。B撰
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