143 resultados para Phi Delta Theta Fraternity.

em Chinese Academy of Sciences Institutional Repositories Grid Portal


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基于目前国内规模最大的激光驱动器——“神光Ⅱ”八路基频光已经实现功率平衡运行,通过改变其中若干路三倍频系统各调谐量的偏离,对输出三倍频波形进行束与束之间的横向对比研究.研究发现,对于Ⅱ类-Ⅱ类偏振失配三倍频系统,在影响转换效率的三个调谐量中,偏振分配角失配△θp,对三倍频波形影响最大;在入射基频功率密度约为1.0GW/cm^2情况下,当三倍频系统三个调谐量都处在最佳匹配时,三倍频波形半峰全宽τ最小。研究工作为最终实现“神光Ⅱ”八路光束三倍频功率平衡输出提供了晶体调试的方法。

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From St15 micro-carbon deep drawing steel sheets, two sets of samples with (r) over bar variant and Deltar constant, and (r) over bar constant and Deltar variant, were selected to carry out texture measurement and ODF analysis. A description of the texture characteristics and an investigation on the effect of the main textures on the (r) over bar and Deltar values were given. The results show that in the tested steel sheets no desired gamma < 111 > parallel to ND orientation line appears but gamma' orientation line located at <()over bar>=0-90 degrees, theta =19 degrees and phi =45 degrees, and L orientation line located around gamma < 111 > parallel to ND orientation line which spirally rotates from Psi =0 degrees, theta =54.7 degrees and phi =62.7 degrees to Psi =90 degrees, theta =40 degrees and phi =45 degrees occur. Among them, the L orientation line has a main influence on the (r) over bar value and the stronger the texture density, the higher the (r) over bar value is, but is somewhat detrimental to the Deltar value; at the same time, the gamma' orientation line has a major effect on the Deltar value in an opposite way, but is somewhat deteriorative to the (r) over bar value. A strong L orientation line superposed by a relatively strong gamma' orientation line may produce fine (r) over bar and Deltar values.

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The critical excavation depth of a jointed rock slope is an important problem in rock engineering. This paper studies the critical excavation depth for two idealized jointed rock slopes by employing a face-to-face discrete element method (DEM). The DEM is based on the discontinuity analysis which can consider anisotropic and discontinuous deformations due to joints and their orientations. It uses four lump-points at each surface of rock blocks to describe their interactions. The relationship between the critical excavation depth D-s and the natural slope angle alpha, the joint inclination angle theta as well as the strength parameters of the joints c(r) ,phi(r) is analyzed, and the critical excavation depth obtained with this DEM and the limit equilibrium method (LEM) is compared. Furthermore, effects of joints on the failure modes are compared between DEM simulations and experimental observations. It is found that the DEM predicts a lower critical excavation depth than the LEM if the joint structures in the rock mass are not ignored.

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The effects of complex boundary conditions on flows are represented by a volume force in the immersed boundary methods. The problem with this representation is that the volume force exhibits non-physical oscillations in moving boundary simulations. A smoothing technique for discrete delta functions has been developed in this paper to suppress the non-physical oscillations in the volume forces. We have found that the non-physical oscillations are mainly due to the fact that the derivatives of the regular discrete delta functions do not satisfy certain moment conditions. It has been shown that the smoothed discrete delta functions constructed in this paper have one-order higher derivative than the regular ones. Moreover, not only the smoothed discrete delta functions satisfy the first two discrete moment conditions, but also their derivatives satisfy one-order higher moment condition than the regular ones. The smoothed discrete delta functions are tested by three test cases: a one-dimensional heat equation with a moving singular force, a two-dimensional flow past an oscillating cylinder, and the vortex-induced vibration of a cylinder. The numerical examples in these cases demonstrate that the smoothed discrete delta functions can effectively suppress the non-physical oscillations in the volume forces and improve the accuracy of the immersed boundary method with direct forcing in moving boundary simulations.

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Sapphire crystals, 140 mm in diameter and 90 turn in height, have been grown by temperature gradient techniques (TGT). The growth direction of the boule was fixed by means of Lane X-ray diffraction. A prominent 204 nm absorption band in TGT-Al2O3. which does not appear in single crystals grown by Czochralski method has been studied. Analysis further substantiates the F-center model of this band. Two relatively weaker bands absorbing at 232 nm and 254 nm were ascribed to F+ centers. F-type centers concentration was determined using Smakula's equation. (c) 2005 Elsevier B.V. All rights reserved.

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在植物中大多数功能基因是以基因家族的形式存在的,而基因重复则是基因家族的一种重要的进化方式。很多基因往往是由重复事件产生形成不同的拷贝,进而分化形成基因家族。谷胱甘肽转移酶(GSTs)是一类古老、庞大、行使解毒、抗逆、信号转导等多种功能的一个基因家族。本研究以栽培水稻(Oryza sativa ssp. japonica c.v. Nipponbare)为研究材料,以栽培水稻的Phi类GST的5个基因(OsGSTF3、OsGSTF6、OsGSTF14、OsGSTF15、OsGSTF16)为研究对象,分析了它们的系统发生和起源历史、不同组织的差异性表达、编码蛋白质的功能差异等问题,探讨了基因重复后5个基因的功能变化,主要结果如下: 1. OsGSTF3、OsGSTF14、OsGSTF15、OsGSTF16由串联重复产生,而OsGSTF6则由DNA转座产生;它们起源时间早在稻属(Oryza)分化之前。 2. 对水稻不同部位组织的RT-PCR结果表明这5个基因在水稻中的特异性表达组织部位有较大差异:OsGSTF3基因在叶、叶鞘、茎、根4个部位均有大量表达;OsGSTF6基因仅在叶中有表达;OsGSTF14基因在叶鞘、茎2个部位中有表达;OsGSTF15基因在茎、根2个部位中有表达;OsGSTF16则在叶、茎、根3个部位中有表达。 3. 将这5个基因连接原核表达载体PET30a并转化大肠杆菌BL21(DE3),获得了高表达菌株。将表达菌株进行大量表达,表达形式分析显示OsGSTF3蛋白是可溶性表达,而其余4个蛋白以包涵体的形式表达。通过亲和层析获得了纯化的OsGSTF3融合蛋白,OsGSTF3融合蛋白对底物CDNB和NBD-Cl具有高活性,酶动力学分析显示OsGSTF3融合蛋白对GSH与NBD-Cl有较高的亲和力,热力学分析显示该蛋白在40℃以下是热稳定的。通过对包涵体进行洗涤、亲和层析获得了纯化的OsGSTF6、OsGSTF14、OsGSTF15、OsGSTF16的融合蛋白,OsGSTF14融合蛋白对NBD-Cl有微弱活性,OsGSTF15融合蛋白对NBC有较高的活性,而没有检测到OsGSTF6与OsGSTF16融合蛋白的活性。