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capacity coupling相关的网络例句

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

Main devices of coupling processing line: cutting machine, intraboring lathe, external derrick lathe, coupling threading machine, coupling MPI devices.

接箍加工线主要设备:切断机、内镗车床、外扒车床、接箍车丝机、接箍磁粉探伤设备。

Using the method of Green's function, the coupling between conformal antennas is analyzed. The mutual coupling between the E plane and the H plane are calculated, and the effect of the curvature and space between to the mutual coupling are discussed.

本文利用格林函数法分析了微带天线阵元之间的互耦效应,得到了矩形微带单元阵元之间E面、H面的互耦结果,并讨论了圆柱曲率半径和阵元的间距对阵元之间互耦的影响。

Then through series experiment of coupling beams only add diagonal bars on the basis of traditional reinforcement with Zhanlin, we can conclude this plan for steel bar can satisfied the ductility demand of short-span coupling beams in tube body structure of Chongqing area. Through the computer simulation we can know: Procedures outputs coupling beams'ductility demand mainly in 1.5 to2.0 (maximum value 2.2), comparing the simulation of 8 or 9 degree , we can see the response of the whole structure and yielding degree are much small.

计算机分析程序输出的连梁的转角延性大多在1.5到2.0之间(最大值2.2),对比以往本学科点对8度和9度等高烈度区的同类型结构的地震作用模拟分析可以看出,6度区大震作用下不管是结构的整体反应还是各杆件的屈服情况都比高9度和8度区小很多。

Demolition of the fractional coupling: first coupling screw Hexagon screw fixation, the re-coupling half gently to slow down from the shaft.

拆对分式联轴器:先把联轴器的固定内六角螺钉拧下,再轻轻把联轴器的一半从轴上慢慢拉下。

The study of propagation of atmospheric gravity wave constitutes an important part in ionosphere physics, which is significant for researching the coupling between upper and lower atmosphere, the coupling between north and south of the Earth and the coupling between ionosphere and thermosphere.

大气重力波的传播机制研究是电离层和高层大气动力学中的一项重要内容,对于深入了解近地空间中能量的上下耦合、南北耦合,以及电离层高度上的电离层-热层耦合,具有重要的学术意义。

Because the rate of ET and HT reactions is determined by the coupling term J, and in long range ET and HT systems the degeneracy of the π orbitals of donor and acceptor is lifted through mixing with the bridge orbitals of appropriate symmetry by an amount △E. Because the △E splittings are proportional to electronic coupling, so we can use the static quantity △E to exploring the dynamic quantity J, and to make a detailed study on the microscopic influence of coupling mechanism in ET and HT process.

由于电子转移和空穴转移反应速率的大小决定于反应的耦合因子,在长程电子转移和空穴转移体系中,给体和受体的简并π轨道由于与饱和桥之间的TB作用而产生一定的分裂能,此分裂能又与耦合因子的数值成正比,因此,我们可以用静态的分裂能数值间接地表征动态的耦合因子,从而详细研究电子转移和空穴转移过程中耦合机理的微观影响因素。

Result The results showed that content of Pb and Zn in 10 kinds of greening plants in Jinggangshan Road was the highest, and the lowest in Jinggangshan University, they had obvious difference among 6 different regions. The plants could absorb Pb and Zn pollutants in different extent depending on pollutants and plant species. Cedrus deodara and Subina chinensis had higher absorption capacity to Pb with 4.84 mg/kg and 4.57 mg/kg, Pittoaporum tobira had the lowest absorption capacity to Pb with 0.38 mg/kg; Ligustrum japonicum had the highest absorption capacity to Zn with 37.58 mg/kg, Buxus microphylla had the lowest absorption capacity to Zn with 11.08 mg/kg.

结果]在所调查6个区域中,10种绿化植物叶片铅、锌含量较高的在井冈山大道,含量最低的在井冈山大学校园内,各区域不同植物叶片的铅、锌含量差异显著。10种绿化植物对大气铅、锌污染物均具有一定的吸收净化能力,并依污染物和植物种类的不同差异明显:对铅吸收量最高的植物为圆柏和雪松,分别为4.84 mg/kg 和4.57 mg/kg,最低为海桐,为0.38 mg/kg;对锌吸收量最高的植物为日本女贞,为37.58 mg/kg,最低为小叶黄杨,为11.08 mg/kg。

Based on the operational characteristics of vehicles at roundabout, it deduced the roundabout capacity formula of single and dual signal control in the stop line ways,in which the single signal control capacity was deduced from no conflict time and conflict time respectively, based on stop line way the capacity formula of dual signal control considered the ring road parking capacity.

在对单重与双重信号控制环形交叉口车辆运行特性进行分析的基础上,采用停车线法推导出单重与双重信号控制环形交叉口的通行能力计算公式。

On the base of finite element analysis and testing on the bearing capacity, set up reliability evaluate model based on the bearing capacity of the bridge-crane structure. The model fully considers the random of the factors that affect the bearing capacity, and evaluate the bearing capacity in certain evaluate norms.

在有限元分析和承载能力测试的基础上,建立了基于常规可靠性理论的桥架结构承载能力可靠性评估模型,充分考虑影响桥架承载能力因素的随机性,按可靠性模型进行桥架承载能力可靠性指标计算,然后按评判准则进行承载能力评估,达到了量化评估的目的。

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。

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