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high beam相关的网络例句

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The results show that fibered reinforced wide-beam frames exhibit large displacement and large damping ratio after yielding of structure. Steel fibers contributed to causing less damage during high-level ground motion.

试验结果表明,钢纤维扁梁框架结构屈服后,其最大位移反应和阻尼比均比普通混凝土扁梁框架要大,钢纤维可以降低预应力混凝土扁梁框架在剧烈地震运动作用下的结构损伤。

Fibered reinforced wide-beam frames exhibit large displacement and large damping ratio after yielding of structure. Steel fibers contributed to causing less damage during high-level ground motion.

钢纤维扁梁框架的最大位移反应和阻尼比均比普通砼扁梁框架要大,钢纤维可以降低预应力砼扁梁框架在剧烈地震运动下的结构损伤。

The hyperboloidal reflector transforms the shape of beam into a tilted light pipe to gain high collection efficiency and uniformity.

用LightTools软件建模的结果显示,当光调制器尺寸为1.4或1.3 m时,在满足高均匀性的前提下,光收集率能够提高20%。

In fact, there is the pattern with dark central region and the high visibility diffraction fringes around, and the radius of dark region largen with thc reduced radius of the incident beam.

理论上分析了反射图样暗场的半径与边界入射光束半径的解析关系,实验室上计算了弯曲液面的斜率,进而得出弯曲液面上升的最大高度和接触角。

The result showed that the photoconductive material of binary blended composite was not found to be used in laser beam printers. The expert group, organized by Science Committee of Zhejiang Province, considered that the achievement was based on our own technology, and was the achievement with new ideas and high technology which reached the international level. 2. In order to broaden the spectrum response range for photoconductors, we blended TiOPc with monoazo pigment (AZO-1), double azo pigments (AZO-2, AZO-3 and AZO-4) based on benzidine as bridge group, double azo pigments (AZO-5, AZO-6, and AZO-7) based on 2, 7-diamino-fluorenone as bridge group respectively.

首次采用这种共混复合物作为光生载流子材料,在自制的环式浸涂装置中制备激光打印光电导鼓,国家法定测试单位-机械工业部天津复印技术研究所的测试其光敏性:E〓=1.2~1.3μJ/cm〓,法定检索单位上海情报所的手工、光盘和计算机国际联机检索结果为:二元共混复合光电导材料应用于激光打印机未见报导,浙江省科委组织的专家鉴定小组认为:此项成果立足于自己的技术,是一项具有创新性的高技术成果,达到了国际先进水平。

Firstly, the high resolution pictures of dragonfly wings from sample tests were studied thoroughly, and the unique feature of the reticulate vein distribution and the variation of the vein sizes and the grid shapes in different zones were figured out;then several computational models based on a dragonfly wing were established by using ANSYS, and beam 189 and shell 93 elements were used respectively in modeling of the veins and the membrane so as to ensure the compatibility between the veins and the membrane at a deformed state;these models subject to uniform loading cases were analyzed respectively so as to explore the unique performances of the wing structure, furthermore, through eigenvalue spectrum analyses of these models, the special role of the pterostigma in eliminating or suppressing the wing quivering effect was also evaluated.

首先,对实验中获取的高清晰度的蜻蜓翅膀数码图片进行了细致地分析,找出了翅膀网状翅脉结构中翅脉的分布规律与尺寸变化、网格形状的差异及不同形状网格的分布等独特的结构特征;再利用ANSYS建立蜻蜒翅膀网状翅脉结构模型,采用三节点等参数梁元beam189模拟翅脉和八节点等参数曲壳单元shell93模拟翅膜,以满足翅脉和翅膜间的变形协调性要求;通过非线性数值分析,探索了蜻蜓翅膀网状翅脉结构在均布荷载作用下所具有的独特的结构性能;通过模态分析,揭示了翅膀前缘靠近翼尖附近的翅痣在翅膀消震减振中所发挥的作用。

Tills paper is concerned with the thermal and mechanical response of a spheric shell subjected to an internal pressure and the irradiation of a high power laser beam.

分析受强激光照射和预内压联合作用的球壳的热力效应。

The subject of investigation in the paper could make up the deficiency of the reseach on joints for high strength concrete-filled steel tubar column- Variable width reinforced concrete beam and supported the reference for researchers and designers in the field.

论文的研究结果可以在一定程度上补充完善了钢管高强混凝土节点的研究方面的不足,为相关研究和设计人员提供参考。

While for the time being the research on joints for high strength concrete-filled steel tubar column-Variable width reinforced concrete beam is preliminary. Based on nonlinear elasto-plastic theory and finite element method analyse, mechanical performance for the joints was studied.

而目前对于钢管高强混凝土柱—变宽度钢筋混凝土梁节点的研究工作尚不完善,因此,本文在非线性弹塑性理论分析的基础上,对该节点的力学性能进行研究。

Based on theory analyse, the three-dimensional finite elemental numerical calculation was carried out on joints for high strength concrete filled steel tubar column- Variable width reinforced concrete beam, the segregate calculational model of rebar steel tube and concrete was adapted..

基于理论分析,本文主要对钢管高强混凝土柱—变宽度钢筋混凝土梁节点进行了三维有限元数值模拟计算。

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The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应,而且减少跟风的可能性。

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