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1)  dual hot-wire method
双热线法
2)  transient two hot-wires method
瞬态双热线法
1.
A new apparatus based on the transient two hot-wires method and data acquisition system was constructed for absolute measurements of the thermal conductivity of liquids and gases and of pure fluids and mixtures.
研制了高精度瞬态双热线法导热系数测量装置及数据采集系统,整个测量系统的不确定度小于±1%。
3)  double system on-line changeover method
双系统在线热备方法
4)  bilinear method
双线性法
1.
Based on about 700 days creep experiment of RC beams,long-term deflection of cracking RC beams were predicted by meaning of bilinear method,a program was compiled,the results fit the test data nicely,and analyzed parameters which affect long-term deflection of members,the method used in the paper is c.
以钢筋混凝土梁近700 d的收缩徐变试验为基础,运用双线性法预测开裂钢筋混凝土梁的长期挠曲变形,编制了分析计算程序,与试验实测结果吻合较好,并对影响构件长期挠曲变形的因素进行了参数分析,本文方法便于工程实际应用。
2.
There are many methods of scaling pictures,the common of which are snapshot method,average method and bilinear method.
图片缩放的处理方法有很多种,常规的有抽点法、平均法、双线性法。
5)  double-line method
双线法
1.
Single-line method and double-line method were adopted respectively to carry out uniaxial compression test on undisturbed loess (Q3) in the case of moistening or demoistening.
分别采用单线法和双线法对原状Q3黄土进行了增、减湿情况下的单轴压缩试验。
2.
Single-line method and double-line method are adopted respectively to carry out uniaxial compression tests on undisturbed loess(Q3) in the case of moistening or demoistening.
分别采用单线法和双线法对原状Q3黄土进行增(减)湿情况下的单轴压缩试验,并利用割线模量法对试验结果进行对比分析。
3.
Aiming at the problems occured in the engineering application about the double-line method of collapsibility test of loess, a correction is given in the paper, striving for the unification of the collapsibility indexes of loess, and providing accurate and resonable testing data for practical engineering project.
该文针对黄土湿陷性试验中的双线法在工程应用中出现的问题 ,给出一种修正方法 ,力求使黄土湿陷性指标达到统一 ,为实际工程提供准确、合理的试验数
6)  hyperbola method
双曲线法
1.
Forecasting ultimate bearing capacity of single squeezed branch pile by hyperbola method;
用双曲线法预测挤扩支盘桩的极限承载力
2.
The ultimate bearing capacity of the single screwed pile was predicted based on the six piles with screws from four different sites by hyperbola method.
根据6根全螺旋灌注桩的实测桩顶载荷-桩顶沉降(Q-s)曲线,用双曲线法预测全螺旋灌注桩的极限承载力。
3.
When the fracture load was not reached for a trial pile, the ultimate load of the pile might be predicted according to the field-surveyed load settlement data of existing trial piles and by P-S curve extension method and hyperbola method, among which, the P-S curve extension method had better adaptability.
试桩未加载到破坏荷载时 ,根据已有试桩实测荷载沉降数据 ,用P -S曲线延伸法与双曲线法可预测出桩的极限荷载。
补充资料:瞬态光谱法
分子式:
CAS号:

性质:对由短脉冲产生的瞬态物种(激发态分子或活泼中间体)进行谱学观测的一种技术。

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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