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sample capacity相关的网络例句

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An improved algorithm based on former ones was proposed. It introduced mirror image to enlarge sample capacity and adopted the method of the null space of the within-class scatter matrix Sw to get the best solution of Fisher criterion.

为解决此问题,在已有算法的基础上,引入镜像图像来扩大样本容量,并采用零空间的方法求得Fisher准则函数的最优解。

A little of the diaylsed solution was dilluted with distilled water (1:4) and applied to metallic sample plate following negative staining with sodium phosphotungstate solution. The sample was freeze-dried and examined by transmission electron microscopy 1.4 IFvs size and size distribution measured 1.5 The shape morphology of IFvs 1.6 Measureing the encapsulation efficiency and loading capacity of Liposomal Gd-DTPA A sample volume of 5ml was sent to analyze (Zhongshan University Analytical Center, Guangzhou).

1.6 Gd-DTPA脂质体包封率及载药量的测定取5ml前述离心后所得上清液送交中山大学分析测试中心,采用高频电感耦合等离子发射光谱法测定离心液中Gd-DTPA含量,用加入总的Gd-DTPA量减去离心液中的Gd-DTPA含量即得包封量。

The result shows: the material of glass reinforced plastic mortar pipe is brittle, the enlaced sample always destroyed along the interface of different layers, but the centrifugal sample destroyed along a breach; the capacity of bearing radial load of enlaced glass reinforced plastic mortar pipe is better than the centrifugal ones, the destroyed forms of them is also different. Secondly, the whole pipe and direct shear friction experiments between glass reinforced plastic mortar pipe and typical soil of Shanghai have been done.

结果表明:玻璃钢夹砂顶管管材属于脆性材料,缠绕式玻璃钢夹砂顶管的材质试样基本沿着层与层之间的分界面破坏,而离心浇铸式玻璃钢夹砂顶管材质试样的破坏是沿着某个滑裂面破坏;缠绕式玻璃钢夹砂顶管的抗径向荷载性能要优于离心浇铸式玻璃钢夹砂顶管,同时两者在径向荷载作用下的破坏形式明显不同。

The weight of fish sample and marinade were equal, and the temperature of marinading were retained 3 + l℃,15d later measured the water capacity, crude fat, crude protein, crude ash content ,TMA,PH,TVB-N and TBA, sodium chloride ,sensing of the fish sample from different marinade. The results showed that the basic chemical composition of pickled carp in contrast with fresh sample had changed except the water capacity.

经过剖杀、去头、清理、洗净和沥水后的鲢鱼按AOAC分析方法取样后,一部分进行新鲜样的水分含量、粗脂肪、粗蛋白质、粗灰份、TMA、pH、TVB-N和TBA的测定;剩下部分分别浸渍于空白和处理溶液中,鱼样和腌制液间的重量比在1:1,控制腌制温度在3±1℃,15天后对取自不同腌制液的鱼样分别进行水分含量、粗脂肪、粗蛋白质、灰份、氯化钠、感官、TMA、pH、TVB-N和TBA等项目的测定。

Experimental results showed that AB-8 resin possesses higher absorption and desorption capacity. The appropriate adsorption conditions were: the range of the sample concentration was 0.6~1.0mg/ml, pH was 4.28 or so and velocity of flow was 3ml/min. When 95% ethanol was used as eluant, the desorption capacity was 97%, and 4 BV eluant could desorb FSPV basically.

结果表明:AB-8树脂对FSPV有较好的吸附和解吸效果;其吸附FSPV适宜的条件为:上样液浓度0 6~1.0mg/mL,pH值在4.28左右,上样流速3ml/min;用95%乙醇洗脱时,解吸率达96.78%,4BV洗脱液基本上能将FSPV洗脱下来。

The analytical parameters including pH value, sample volume, flow rate of sample solution and elution conditions (concentration, volume and flow rate of eluant) were investigated. The effect of foreign ions and the adsorption capacity of the modified peanut shell were examined.

考察了样品pH值、进样体积、流速、洗脱剂浓度、体积、流速等参数的影响,同时研究了共存离子的影响,评价了萃取材料的吸附容量及再生性能。

Structure pattern and sampling position of the water vapor sample device poke head should guarantee the water and the steam sample taken out have enough representation,and should frequently be kept in good running status (including sample water temperature,water volume and chiller cooling capacity),meeting the needs which the measuring appliance continuously supervises.

10.10 水汽取样装置探头的结构型式和取样点位置应保证取出的水、汽样品具有足够的代表性,并应经常保持良好的运行状态(包括取样水温、水量及冷却器的冷却能力),以满足仪表连续监督的需要。

The reasons of higher sample capacity of a solgel column have been studied.

对溶胶凝胶聚二甲基硅氧烷柱有较高柱容量的原因进行了探讨。

The results show that the sample capacity of the solgel PDMS column is much higher than that of the conventional PDMS column.

实验结果表明溶胶凝胶聚二甲基硅氧烷柱的柱容量远高于传统聚二甲基硅氧烷柱的柱容量。

Based on this,189 bridgesin the actual projects as a sample were selected,the connection between static test result anddanymic test result was built in this paper in order to assess the structure\'s bearing capacity bydynamic characteristics of bridge.The main contents are as followings:(1)On the base of actual observation records of bridge samples,the mechanicalproperties of the assembly slab bridge is obtained,and the mechanical characteristic ofhinged joint and bridge deck,the distribution of the guard rail in transverse direction are alsodiscussed.Based on the above analysis,the rational theoretical model is built,which offerssome reference to assess the structure\'s bearing capacity.

基于此,本文在实际工程项目中选取189座板桥作为样本,通过对样本桥梁实测静载挠度、应变和动载频率进行统计回归分析,建立桥梁结构动载试验结果与静载试验结果之间的关系,通过桥梁结构动力特性来评定结构承载力,论文主要完成了以下几个方面的工作:(1)以样本桥梁实测数据为基础反演装配式板桥受力特性,确定各种型式装配式板桥的铰缝受力特点、桥面铺装层受力特点以及护栏沿桥面横向分配原则,以此建立真实反映装配式板桥受力特点的理论计算模型,为装配式板桥承载力评定提供理论计算依据。

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