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analysis of results
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  结果分析
     ANALYSIS OF RESULTS OF INTERCOMPARISON MEASUREMENTS FOR STANDARD REFERENCE MATERIALS SRM 4350B
     SRM4350B河泥标准参考物质的比对测量结果分析
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     OBSERVATIONS FOR POSITIONS OF GIACOBINI-ZINNER'S COMET AND THE ANALYSIS OF RESULTS
     Giacobini-Zinner彗星的定位观测及结果分析
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     Analysis of Results Test with JDIA Ignitor for Gasoline Engine
     汽油机JDIA型电子式点火装置的试验结果分析
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     ANALYSIS OF RESULTS OF ENTEROPATHOGENIC BACTERIAL CULTURE
     肠道致病菌培养结果分析
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     BUCKLING FATIGUE TESTING AND ANALYSIS OF RESULTS OF AIRCRAFT PLATE
     飞机壁板屈曲疲劳试验与结果分析
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  效果分析
     Analysis of results in sterilization of tableware in urban area of Puyang City from 1998 to 2004
     濮阳市城区1998~2004年餐具消毒效果分析
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     Analysis of results of malaria control in Meixian County of Guangdong Province from 1951 to 2003
     广东梅县1951~2003年疟疾防治效果分析
短句来源
     Analysis of results of sterilization in medical institutions in Baoan District in 2004~2005
     2004~2005年深圳市宝安区医疗机构消毒效果分析
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     Analysis of results in sterilization of tableware in Fuyong Township of Shenzhen City in 2002~2003
     深圳市福永镇2002~2003年餐具消毒效果分析
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     Study on Using in Urban Refuse of Beijing City Ⅱ──Analysis of Results Yielded by Garbage FertilizerUsed in Brassica Oleracea
     北京市城市生活垃圾利用研究Ⅱ──生活垃圾肥施用于绿菜花的效果分析
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  “analysis of results”译为未确定词的双语例句
     Correlation analysis of results showed that the serum level of Hcy was negatively correlated with FT_3 and FT_4(P<0.01) and positively correlated with TG(P<0.01),but there were no linear correlation between TC,HDL-C,LDL-C and Hcy.
     相关分析表明,甲减患者Hcy与FT3、FT4水平间呈显著负相关(P<0.01),与TG水平呈显著正相关(P<0.01),而与TC、HDL-C、LDL-C均无相关性。
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     Analysis of results of high ammonia blank on ammonia determination
     氨氮空白过高及其对氨氮测定结果影响的分析
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     Analysis of results in detection of HBV markers and ALT in the university students
     某高校大学生HBV标志物与ALT检测结果
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     Analysis of results in active monitoring of schistosomiasis in mobile population in Cixi City in 2004~2005
     慈溪市2004~2005年流动人口血吸虫病主动监测分析
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     Analysis of results in pathogenic surveillance of influenza in Hainan Province in 2004~2005.
     海南省2004~2005年流行性感冒病原学监测分析
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  analysis of results
In [2] special attention was turned to analysis of results and a description of numerical solution methods for the equations.
      
The effect of temperature on the corrosion was also shown in the investigations and in the joint analysis of results.
      
Analysis of results of steady-state potentiostatic measurements on iron in the neutral and nearly neutral borate solutions is complicated by the fact that the metal is in the state of active-passive transition near the free-corrosion potential.
      
The qualitative analysis of results is based on the earlier elaborated concept of regularities of natural convection in electrochemical systems.
      
A comparative analysis of results obtained on the basis of rigorous and approximate approaches is performed.
      
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The conductivity and Hall Coefficient of n type InSb have been measured under 77—400°K.From analysis of results, values of electron mobilities energy gap and intrisic carrier concentration are given. Under three fixed temperatures variation of Hall coefficient and transverse magnetoresistance with magnetic field strength, ranging from 500 to 8000 gauss, have been measured, and the results obtained are interpreted.

在77-400°K的范围内,测量了N型InSb的电导率和霍尔系数.从结果的分析中,给出电子迁移率、禁带宽度和本征载流子浓度.在三个固定的温度下,在磁场强度500-8000G范围内,测量了霍尔系数和横向磁阻随磁场强度的变化,并对得到的结果进行了解释.

This paper deals with the analysis of results of in-situ load bearing capacity test on the worksites of five hydroelectric projects. Research has shown that in-situ load bearing capacity test is an effective method for studying the deformation and fracture characteristics of soft rock. It may be a complement to the insufficiency of laboratory studies of soft rock. The pressure deformation curves of the fracture clayrock, silty mudstone may be divided into four stages: compression of fissures, linear deformation,...

This paper deals with the analysis of results of in-situ load bearing capacity test on the worksites of five hydroelectric projects. Research has shown that in-situ load bearing capacity test is an effective method for studying the deformation and fracture characteristics of soft rock. It may be a complement to the insufficiency of laboratory studies of soft rock. The pressure deformation curves of the fracture clayrock, silty mudstone may be divided into four stages: compression of fissures, linear deformation, yield of rock mass and plastic flow of rock mass.The author suggests using the point of inflection of pressure-deformation curves of rock mass around the bearing plate ( corresponding to the point of raising up of the rock mass) as the criterion of yielding limit, and using the point of departure from a straight line as the criterion of proportion limit.Stratified and fracture rock ruptures along the bedding plane at first. And then the rock mass itself ruptures gradually without obvious linear deformation. Before reaching the strength limit there is a great plastic deformation which appears to be typical plastic failure.

本文分析了在五个水电工程现场进行的载荷试验成果.研究表明,现场载荷试验是研究软岩变形、破坏特性的有效方法,可以弥补试验室对软岩某些研究的不足. 破裂粘土岩、粉砂质泥岩的压力-变形曲线可分为裂隙压密、线性变形、屈服和塑性流动四个阶段.建议用承压板周围岩体的压力-变形曲线的拐弯点(即岩体上抬点)作为确定屈服极限的标准,用板外曲线偏离直线的点作为比例极限的标准. 层状破裂岩体首先沿层面破坏,然后岩体本身逐渐达到破坏.无明显的线性变形阶段,达到极限强度前有很大的塑性变形,呈典型的塑性破坏.

A method for calculating the compression depth of different subsoil under square, rectangular, and strip foundation is presented based upon the comparison and analysis of results from computation of subsoil compressive depth under large foundations and from field measurement of certain projects. The method given in this paper is simple in use and its results are closer to the actual conditions. It can be used as a reference for those engaged jn scientific research, exploration, design, and construction....

A method for calculating the compression depth of different subsoil under square, rectangular, and strip foundation is presented based upon the comparison and analysis of results from computation of subsoil compressive depth under large foundations and from field measurement of certain projects. The method given in this paper is simple in use and its results are closer to the actual conditions. It can be used as a reference for those engaged jn scientific research, exploration, design, and construction.

本文通过对大基础地基压缩层深度计算和工程实测结果的对比分析,提出了对不同土类地基上方形、矩形及带形基础地基压缩层深度的计算方法。该计算方法使用方便,其计算结果与实际情况较为接近,可供科研、勘察、设计及施工人员参考。

 
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