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91.
基于DFT插值的宽带波束形成器设计 总被引:6,自引:0,他引:6
本文提出一种基于DFT插值的宽带波束形成器设计方法。首先推导了具有频率不变波束图的连续线阵的灵敏度函数与离散线列阵加权系数之间的关系;接着给出了基于DFT插值的宽带波束形成器设计的两个步骤:(1)使用窄带波束形成器的设计方法计算在参考频率下基阵的加权系数;(2)根据参考频率下基阵的权系数与其它子带权系数之间的关系,利用DFT插值的方法求出其它子带的加权系数。最后,给出了一个设计实例说明本文方法的有效性。 相似文献
92.
We have utilized a variable energy positron beam and infrared transmission spectroscopy to study defects in GaAs epilayers
grown at low temperatures (LT-GaAs) by molecular beam epitaxy. We have measured the Doppler broadening of the positron-electron
annihilation gamma ray spectra as a function of positron implantation energy. From these measurements, we have obtained results
for the depth profiles of Ga monovacancies in unannealed LT-GaAs and Ga monovacancies and arsenic cluster related defects
in annealed LT-GaAs. We have also studied the effects of the Si impurities in annealed LT-GaAs. The infrared transmission
measurements on unannealed LT-GaAs furnish a broad defect band, related to As antisites, centered at 0.370 eV below the conduction
band. 相似文献
93.
F. Goschenhofer J. Gerschütz A. Pfeuffer-Jeschke R. Hellmig C. R. Becker G. Landwehr 《Journal of Electronic Materials》1998,27(6):532-535
N-type Hg1−xCdxTe layers with x values of 0.3 and 0.7 have been grown by molecular beam epitaxy using iodine in the form of CdI2 as a dopant. Carrier concentrations up to 1.1 × 1018 cm−3 have been achieved for x = 0.7 and up to 7.6 × 1017 cm−3 for x=0.3. The best low temperature mobilities are 460 cm2/(Vs) and 1.2 × 105 cm2/(Vs) for x=0.7 and x=0.3, respectively. Using CdI2 as the dopant modulation doped HgTe quantum well structures have been grown. These structures display very pronounced Shubnikov-de
Haas oscillations and quantum Hall plateaus. Electron densities in the 2D electron gas in the HgTe quantum well could be varied
from 1.9 × 1011 cm−2 up to 1.4 × 1012 cm−2 by adjusting the thicknesses of the spacer and doped layer. Typical mobilities of the 2D electron gas are of the order of
5.0 × 104 cm2/(Vs) with the highest value being 7.8 × 104 cm2/(Vs). 相似文献
94.
以某高速公路钢筋混凝土与预应力混凝土工程为例,从简支梁的预拱度和下挠度的设置两方面进行了阐述,提出了钢筋混凝土简支梁下挠变形和预应力混凝土简支梁上拱变形的不同之处。 相似文献
95.
New accurate two-noded shear-flexible curved beam elements 总被引:2,自引:0,他引:2
There are two purposes of this work. One is to present two accurate two-noded finite elements which are derived from the
potential energy principle and the Hellinger–Reissner functional principle respectively. The second is to show the successful
application of the internal displacement parameters in developing a high-order related displacement-rotation interpolation
field. Because the derived interpolation field is capable of accurately modeling deformation modes in extreme thin curved
beams and nearly straight beams, both shear locking and membrane shocking are avoided. Several standard numerical tests display
superior behaviors of the present elements.
Received: 5 February 2002 / Accepted: 16 September 2002 相似文献
96.
基于嵌入式计算机和Ethernet的分布式波控系统 总被引:5,自引:2,他引:3
介绍一种基于嵌入式计算机和以太网(Ethernet)的相控阵雷达分布式波控系统。整个波控系统以数个嵌入式计算机为核心,通过以太网与雷达的控制计算机通讯。 相似文献
97.
98.
Detection of multiple cracks using frequency measurements 总被引:2,自引:0,他引:2
D.P. Patil 《Engineering Fracture Mechanics》2003,70(12):1553-1572
A method for detection of multiple open cracks in a slender Euler-Bernoulli beams is presented based on frequency measurements. The method is based on the approach given by Hu and Liang [J. Franklin Inst. 330 (5) (1993) 841], transverse vibration modelling through transfer matrix method and representation of a crack by rotational spring. The beam is virtually divided into a number of segments, which can be decided by the analyst, and each of them is considered to be associated with a damage parameter. The procedure gives a linear relationship explicitly between the changes in natural frequencies of the beam and the damage parameters. These parameters are determined from the knowledge of changes in the natural frequencies. After obtaining them, each is treated in turn to exactly pinpoint the crack location in the segment and determine its size. The forward, or natural frequency determination, problems are examined in the passing. The method is approximate, but it can handle segmented beams, any boundary conditions, intermediate spring or rigid supports, etc. It eliminates the need for any symbolic computation which is envisaged by Hu and Liang [J. Franklin Inst. 330 (5) (1993) 841] to obtain mode shapes of the corresponding uncracked beams. The proposed method gives a clear insight into the whole analysis. Case studies (numerical) are presented to demonstrate the method effectiveness for two simultaneous cracks of size 10% and more of section depth. The differences between the actual and predicted crack locations and sizes are less than 10% and 15% respectively. The numbers of segments into which the beam is virtually divided limits the maximum number of cracks that can be handled. The difference in the forward problem is less than 5%. 相似文献
99.
100.
Hakan Boyaci 《Sadhana》2006,31(1):1-8
A simply supported damped Euler-Bernoulli beam with immovable end conditions are considered. The concept of non-ideal boundary
conditions is applied to the beam problem. In accordance, the boundaries are assumed to allow small deflections and moments.
Approximate analytical solution of the problem is found using the method of multiple scales, a perturbation technique. 相似文献