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factor loading相关的网络例句

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与 factor loading 相关的网络例句 [注:此内容来源于网络,仅供参考]

Main factor determining the characteristics of a loading vehicle is its dynamometer characteristics. Currently common dynamometers couldn't meet the low speed and high load requirements of a loading vehicle and make the power absorbing system structure complicated and the test procedure complex.

决定负荷车特性的主要因素是测功机特性,目前常见的测功机不能满足负荷车低速大负荷加载要求,并使负荷车功率吸收系统结构复杂,试验操作繁琐。

Hot diet, hot tea, dryrigidityfood, pickledvegetables, fast hot diet, cigaretter smoking, alcoholic drinking, family history of esophageal cancer had great loading in the first common factor; the second common factors were lower body mass index, education, occupation, economic income; the third common factors were inhabitancy landform, polluted water drinking; the forth common factors were battercake, pickledfoods, tinpot vinegar, mildewedfoods; the fifth common factors were tea drinking, greenness vegetables fruit, bean products and garlic and gingers and the sixth common factors were upperalimentary canal diseases, chronic oesophagus inflammation, pharyngitis, stomatitis and decayed tooth.

结果 34项影响因素间存在6个主要公因子,其中,第一公因子上因子载荷较大的有喜烫食、烫茶、干硬食物、口味重、热食且快、吸烟、饮酒、及家庭关系、脾气性格、家族史,第二公因子上因子载荷较大的有BMI、文化程度、职业、经济收入,第三公因子上因子载荷较大的有居住地形、饮水污染,第四公因子上因子载荷较大的有煎饼、腌制品、醋、发霉食物,第五公因子上因子载荷较大的有饮茶、蔬菜、水果、豆制品、姜、大蒜,第六公因子上因子载荷较大的有消化道病史、慢性食管炎、咽炎、口腔溃疡、龋齿。

Principal analysis ; factor analysis ; characteristic value ; characteristic Vector ; specific gravity ; rate of loading

主成分分析;因子分析;特征值;特征向量;比重;负荷率

In the new expressions, the definition of fundamental magnifying factor for the 4 kinds of circuits is the same. They are easy to solve A in calculation, without considering the loading effect of feedback network any longer, and an unidirectional conversion can be made; meantime, they can directly describe the effect of every circuit component parameter on closed-loop voltage gain.

新关系式中4种电路基本放大倍数的定义相同,容易计算,不再需要考虑反馈网络的负载作用,而做单向化变换,并能直观描述各电路元件参数对闭环增益A的影响。

The diagonal loading factor anti convergence performance were analyzed and the convergence scope of robust constrained LMS algorithm was also given.

针对上述问题,考虑信号方向向量的偏差对LMS算法性能的影响,提出了一种基于对角载入的鲁棒约束LMS算法,并对算法的对角载入因子和收敛性能进行了分析,给出了保证算法收敛的步长取值范围。

Sludge activation phase, acclimatization phase and aerobic granulation phase. In operation control, the settling-time was used as the key factor for the formation of aerobic granules, which could decant the flocculent sludge and regulate the organic loading, and eventually promote the granulation process.

在运行控制过程中通过将沉降时间作为培养好氧颗粒污泥的一个关键控制参数,它既可以去除反应器中沉降性差的污泥还可以在短时间内调节反应器中的运行负荷,从而促进反应器中好氧污泥快速实现颗粒化。

The results show that the particle's shape of powder is a factor greatly influencing solid loading of slurry,and the solid loading increases with increasing of the dispersant in the slurry.

最后制备出了固相含量为54%的钛合金粉末浆料和形状复杂的坯体。坯体的抗弯强度随气雾化Ti6Al4V含量增加先增大后减小,随着坯体的固相含量增大而减小。

Have analyzed and researched several limiting factors which influenced the effect of scale effect of ship maximization, the text think the of ship maximization is restricted by a lot of factors, the most important factor is the loading and unloading efficiency of the port, that is to say that scale effect can't realize unless the port's efficiency of loading and unloading, management level is high.

在研究中主要对影响船舶大型化规模效应的几个限制因素进行了分析研究,得出船舶大型化规模效应受很多因素的限制,最重要的因素是港口的装卸效率,也就是说只有高效率的港口装卸和管理效率才能充分体现集装箱船舶大型化的规模效应。

The primary studying works and characteristics:1 To summarize reinforcing theory of cement mixing pile composite foundation2 To analyze the primary mechanics characters and changing rules of cement mixing pile, based on analysis of test data both indoor and outdoor.3 To discuss siding frictional resistance, ending resistance, ultimate bearing capacity of simple mixing pile and effectiveness factor of grouped piles, loading ratio of soil between piles under cushion cap of grouped piles and stress ratio of pile and soil and so on, and use many computation method and experimentation method to ensure bearing capacity of mixing piles composite foundation.4 To point out and analyze eight sides flaws and problems of the bearing capacity calculation method of mixing pile compositefoundation which ensured by national and normative method/ formula.5 To apply test results of loading tests and a few settlement observation data, use gray theory to predicate ultimate bearing capacity of deep mixing piles, actual example demonstrate engaging between theoretical predicted value and actual value.6 To apply groovy layerwise summation method to discuss entity piles method, double foundation method, equivalent layerwise summation method and consolidation theoretical method and so on, especially by combination of engineering example, use FEM to calculate or discuss the settlement and changing rules of composite foundation.7 To discuss problems of critical length of composite foundation by combination of engineering example and numerical analysis method, and analyze the contrast of critical length between simple pile load and most area load of composite foundation, not only critical length of composite foundation is relative to modulus ratio between piles and soil, but also upside load distribution area of composite foundation.

主要的研究工作与特色为:(1)总结了水泥搅拌桩复合地基的加固原理;(2)在对室内外试验资料进行统计分析的基础上,系统分析了搅拌桩水泥土的主要力学特性及其变化规律;(3)探讨了搅拌单桩的侧摩阻力、端阻力、极限承载力及群桩效率系数、群桩承台下桩间土荷载分担比及桩土应力比等,提出用多种计算方法并结合试验方法来综合确定搅拌桩复合地基的承载力;(4)明确指出和分析了按国家有关规范的方法确定搅拌桩复合地基承载力所存在的八个方面的缺陷与问题;(5)利用过去没有加载至破坏阶段的载荷试验成果和较少的沉降观测数据,尝试了用灰色理论预测深层搅拌桩的极限承载力,实例表明理论预测值与实测值吻合较好;(6)在常规分层总和法的基础上,探讨了复合地基沉降计算的实体墩基法、双层地基法、等效作用分层总和法、固结理论法等,特别是结合工程实例,用有限元数值计算等方法计算和讨论了搅拌桩复合地基的沉降及其变化规律;(7)结合工程实例,用数值分析方法探讨了复合地基临界桩长的问题,指出和分析了单桩荷载下的临界桩长与复合地基大面积荷载下的临界桩长存在很大的差别,复合地基的临界桩长不仅与桩土模量比有关,而且与复合地基上部荷载分布面积有关。

On the basis of the former researches and taking into account the practice of our country, this paper take the low period repeat loading experiment for three rigid conjunction node of steel beam and concrete wall, researching their load-bearing capacity and earthquake resistance performance under the low period repeat loading action, the main content concentrate on the following aspects:(1) Analyzing the three joint's damage shape、hysteretic curve、change of rigidity、yielding load、limit load、damage load、durability、energy dissipation capacity、the strain of the key position and the moment transferring mechanism.(2) Comparing the joint's load-bearing capacity and earthquake resistance performance among the joints with different stud bolt diameter and different connection plate thickness, researching some factor's influence on the work performance of the joint such as the high and strong stud bolt specification、connection plate thickness .

本文在前人研究的基础上,结合我国的实际情况,对3个钢梁-混凝土墙刚接节点试件进行了低周反复荷载试验,对其在低周反复荷载作用下的承载力和抗震性能进行了研究,内容主要集中在以下几个方面:(1)对3个节点试件在低周反复荷载作用下的破坏形态、滞回曲线特性、刚度变化、屈服荷载、极限荷载、破坏荷载、延性性能、耗能能力、关键部位的应变分布情况及节点核心区的受力情况进行了试验研究和理论分析;(2)比较了不同螺栓规格和不同连接板厚度的节点试件的承载力和抗震性能,研究了高强螺栓规格和连接板厚度这2个因素对节点工作性能的影响;(3)介绍了光纤光栅传感技术在土木工程领域中的应用研究现状及其基本原理;并通过对比试验,探讨了光纤光栅传感器用于土木工程检测的可行性及实现途径。

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