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analysis of test     
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  试验分析
     Through the analysis of test 3 good fast growing provenances, namely, Yunnan Longlin(L), Guizhou Taijiang(Jiao) and Guizhou Jianhe(Ang) and 5 good families,namely, LonglinL12, Guizhou LeishanGe7, Guizhou TaijiangJiao1, Guizhou RongjiangDan8 were preliminarily selected.
     通过试验分析,初步选择出速生性优良种源3个,优良家系5个,即云南龙陵(L)、贵州台江(交)、贵州剑河(昂)种源,龙陵L12、贵州雷山格7、贵州台江交1、贵州榕江丹6和丹8家系。
短句来源
     Analysis of Test of Flexural Properties of FRP Honeycomb Sandwich Construction
     玻璃钢蜂窝夹层结构板弯曲试验分析
短句来源
     Analysis of test results of concrete beams which are subject to static and fatigue load is formulated.
     给出混凝土梁试样静态和疲劳弯曲损伤度试验分析计算式。
短句来源
     The experiments and results of the calculation and the analysis provided some empirical methods for cushion design,also through lots of analysis of test,the systematic experiment dates for structure stressing analysis under complex force in cushion were put forward.
     本文的试验、计算分析成果为水垫塘设计提供一些经验的设计方法,同时通过大量的试验分析,对水垫塘内复杂的受力条件下的结构受力分析提出系统的试验数据。
短句来源
     DEVELOPMENT AND EXPERIMENTAL ANALYSIS OF TEST AND CONTROL SYSTEM FOR SATELLITE AIR CONDITION UNIT WITH CAMION
     卫星用车载空调装置测控系统的研制与试验分析
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  试验的分析
     By analysis of test for model of hydropower station,an online data acquisition,date analysis and control method availing to LabWindows/CVI is designed.
     通过对水电站模型试验的分析 ,设计了一种用LabWindows/CVI ,实现在线数据采集、数据分析和控制的方法。
短句来源
     By analysis of test for model of hydropower station with inclined ceiling tailrace an online data acquisition, data analysis and control method availing to virtual instruments is designed.
     通过对变顶高尾水洞大型水电站模型试验的分析 ,设计了一种用虚拟仪器技术 ,实现在线数据采集、数据分析和控制的方法。
短句来源
  分析测试
     On the base of systematic field works and analysis of test in laboratory, this study summarized characteristics of petrography, organic geochemistry and hydro liquefaction of hydrogen rich coal in Fushun Basin, and made an inquiry into formation conditions of hydrogen rich coal. The lithofacies types of Fushun coal are very abundant.
     本文以系统的野外和室内分析测试为基础,系统地描述了抚顺盆地第三纪富氢煤的岩石学、有机地球化学和加氢液化特征,并对富氢煤的形成条件进行了初步探讨。
短句来源
     The multi-macroblock partition mode technology adopted in H.264 are introduced first,then some analysis and tests on the block partition mode selection module which is time-consuming are carried out,and based on the analysis of test results,a new block partition mode selection method is proposed in this paper. Experimental results show that this method can save about 20% time compared with that of JM8.2 under the same PSNR.
     论文首先介绍了H. 264中所采用的多宏块分割模式技术,然后对比较耗时的块分割模式模块进行分析测试,在此基础上提出了一种基于码率的块分割模式选择方法,并对该方法进行了测试,实验结果表明:在相同的PSNR下,采用新的方案后的耗时比JM8.2编码方案缩短了20%左右。
短句来源
  理论分析和试验
     Analysis of test results shows that the conductivity of concrete pore solution and filtered mortar powder solution correlate well. When the ratio of powder to water is 3∶1,the correlation coefficient between the conductivity of the pore solution and the filtered mortar solution is 0855 0.Consequently,it is feasible to modify concrete permeability by the conductivity of a filtered concrete powder solution.
     理论分析和试验表明,混凝土粉末浸液的电导率与孔溶液的电导率有很好的相关性,重量比为3∶1的粉末浸液与孔溶液电导率的线性相关系数为0.8550。 利用混凝土粉末浸液的电导率对混凝土的电测渗透性结果进行修正是可行的。
短句来源

 

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      analysis of test
    Micro-Raman spectroscopy data were used in the analysis of test results.
          
    This is confirmed by the results of metallographic study of fractured specimens.2.Statistical evaluation of the results from analysis of test data using Eqs.
          
    Separate analysis of test results in the low- and high-cycle fatigue regions
          
    Analysis of test results of composite specimens modeling rock
          
    Analysis of test results of composite specimens modeling rock
          
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    This paper presents the model investigation of double cantilever bridge with three-box section of variable depth. The purpose of the test consists of finding the increased nomal stress due to torsion and the behaviors of lateral load distribution on the section concerned. At the beginning, tests are made on mechanical properties of the plastic material for making the model, the magnitude of applied load sustained and the durability measurement on the material. The authors discuss here with the following...

    This paper presents the model investigation of double cantilever bridge with three-box section of variable depth. The purpose of the test consists of finding the increased nomal stress due to torsion and the behaviors of lateral load distribution on the section concerned. At the beginning, tests are made on mechanical properties of the plastic material for making the model, the magnitude of applied load sustained and the durability measurement on the material. The authors discuss here with the following topics, such as the material used in the test, mechanical properties of material, theory of similitude, methods & results of test, and finally the preliminary analysis of testing results.

    本文提出对三箱变高截面的双悬臂桥梁的模型研究。这些试验的目的在于找出由于扭转所产生的法向应力的增加值,以及有关截面竖向荷重分布的状态。开始時,对模型用的塑性材料的机械性能,试验中采用加荷的大小值,以及材料的持久性的测量作了一些试验。作者在此讨论了下列各题,如试验中材料的使用,材料的机械性能,相似理论,试验的方法与分析,以及最后的试验结果的初步分析。

    After reviewing the methods for the resistance estimation of ships, it is seen that the total resistance should be taken as a criterion for the method of estimation, and the method must be very simple in order to facilitate the computation of influences of principal dimensions and coefficients upon resistance in the preliminary design. Based on the analysis of test results of DTMB Series 60, the author has investigated systematic model tests published in recent years by different tanks, and suggests...

    After reviewing the methods for the resistance estimation of ships, it is seen that the total resistance should be taken as a criterion for the method of estimation, and the method must be very simple in order to facilitate the computation of influences of principal dimensions and coefficients upon resistance in the preliminary design. Based on the analysis of test results of DTMB Series 60, the author has investigated systematic model tests published in recent years by different tanks, and suggests a new simplified method for the estimation of ship resistance. If only the resistance data of parent ship is known, the resistance of the new design may immediately be obtained. The influences of four main factors, such as block coefficient, length-breadth ratio, breadth-draft ratio and length on the resistance coefficient are considered. Supposing the total resistance coefficient of the parent ship be R_c, then the resistance coefficient of the new design R_c will be R'_c=R_c+(△R_c)δ+(△R_c)_(L/B)+(△R_c)_(B/T)+(△R_c)_L where (△R_c)δ, (△R_c)_(L/B), (△R_c)_(b/t) and (△R_c)_L are the corrections for the changes in block coefficient, length-breadth ratio, breadth-draft ratio and length respectively. The calculations of worked examples are given in the paper. (C) estimation method is given in the appendix. The proposed method is applicable to single-screw merchant ships of δ = 0.60~0.75, L/B=6.0~ 8.5, B/T= 2.0~3.5 and L=60~150m.

    本文首先对现有的船舶阻力估算方法作了回顾,指出为了适合于在初步设计时计算不同尺度和系数组合对阻力的影响,估算方法应以总阻力作为衡准参数,而且须非常简便。作者在分析组系60模型试验结果的基础上,并参考和综合了近年来各国水池发表的系列化船模试验资料,提出了—个新的简便的阻力计算方法。只需母型船的阻力已知,即能很快地推算出新船的阻力。估算方法中考虑了方形系数、长宽比、宽度吃水比和长度等四个主要因素的影响,文中分别给出了这些因素变化所引起的总阻力变化的修正方法,并附有实例计算。附录中并给出了(C)估算方法。本方法适用于δ=0.60~0.75、L/B=6.0~8.5、B/T=2,0~3.5和L=60~150米的单螺旋桨商船。

    This paper reviews the existing methods for calculating the cracking strength and crack width in reinforced concrete members. Based on the tests carried out in Dalian Institute of Technology, the equations for calculating the cracking strength in reinforced concrete members are proposed. The parameter γ involved in the equations is related to the shape and height of the section and also to the loading characteristics, and its value is given by where and 7γ0 is taken from reference [14] On the basis of statistical...

    This paper reviews the existing methods for calculating the cracking strength and crack width in reinforced concrete members. Based on the tests carried out in Dalian Institute of Technology, the equations for calculating the cracking strength in reinforced concrete members are proposed. The parameter γ involved in the equations is related to the shape and height of the section and also to the loading characteristics, and its value is given by where and 7γ0 is taken from reference [14] On the basis of statistical analysis of test data, the equation for the prediction of maximum crack width in reinforced concrete members subjected to bending, axial tension or eccentric loading, is proposed~ as follows: The proposed equations have been verified in close agreement with test data.

    本文评述了以往钢筋混凝土构件抗裂度及裂缝宽度的计算方法。 根据大连工学院所作的试验,建议了钢筋混凝土构件抗裂度的计算公式。公式中的参数γ与截面形状、高度及荷载特征有关,其值如下:式中了γ0取自文献[14]。 根据试验资料的统计分析,建议了受弯、轴心受拉、偏心拉、压钢筋混凝土构件最大裂缝宽度的计算公式:用试验资料对建议的公式作了验证,符合良好。

     
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