基于耕作半径的采矿复垦区农村居民点安置规模预测

耕作半径对农村居民点的规模具有重要影响,而地形则是耕作半径的决定因素之一。该文采用耕聚比和缓冲区分析的方法,对比采矿前后农村居民点的耕作半径变化。考虑研究区地形起伏的影响,计算耕作半径地形修正系数,确定最优耕作半径。在此基础上预测矿区复垦后可安置农村居民点的面积、数量及人口。研究结果表明:平朔复垦区农村居民点耕作半径地形修正系数为1.6836,复垦区规划农村居民点最优耕作半径为1 500 m;复垦区预测回迁安置农村居民点总规模约651.24 hm2,共67个农村居民点;预测单个农村居民点面积9.72 hm2,控制耕地面积约109.68 hm2;预测回迁安置总人口约29 521人,共7 380户,该研究结果可为露天采矿复垦区农村居民点回迁安置规模与布局提供决策支持。     

预条件AOR迭代法的收敛性与比较性定理

以(I Sα)为预条件算子的预条件Gauss-Seidel迭代法已经由Kohno等人提出。考虑同一预条件算子的预条件AOR迭代法并对该方法的收敛性进行了分析之后,给出了该预条件AOR迭代法与经典AOR迭代法之间的比较性定理。     

基于计算机视觉的立木树干曲率自动测量方法

树干曲率的自动测量是智能立木整枝机作业的重要步骤.该文针对立木图像的特点,提出了一种基于计算机视觉的立木树干曲率自动测量方法.该方法包含4个主要步骤:利用阈值分割对树干图像进行提取,得到图像的粗分割;在中值滤波的基础上,利用拉普拉斯算子对图像进行边缘位置点的检测,从而得到准确而连续的边缘;利用数学形态学方法对树干边缘进行细化处理;以道格拉斯-普克法提取树干曲线上的特征点,对其进行曲线拟合并求得树干曲率.实验结果表明,该方法能比较准确地识别树干的弯曲度.      

关于n维单形的一类不等式

本文首先得到关于高维二面角余弦平方和的一个不等式，给出了不等式的最小下界，随后研究了ｎ维单形中线长的一个不等式，得到了一些有盗的结果。     

Evaluation of 2 cement techniques for augmentation of stripped 1.5 mm screw sites in the distal metaphysis of feline radii

OBJECTIVE: To evaluate the effect of 2 cement augmentation techniques on pullout strength of 1.5 mm screws placed in stripped 1.5 mm screw sites in the distal metaphysis of feline radii. STUDY DESIGN: Experimental study. SAMPLE POPULATION: Feline radii (21 pairs). METHODS: Treatment groups (n=4) were allocated according to a Latin square design to 4 sites in each pair of radii. Positive and negative controls were a 1.5 mm screw and a screw of the same diameter in a previously stripped screw hole, respectively. Treatment groups were a 1.5 mm screw implanted in a previously stripped screw hole after injection of polymethylmethacrylate (PMMA) or a bioresorbable calcium phosphate cement (CPC, Norian skeletal repair system (SRS)). The ultimate pullout strength was compared between groups. RESULTS: The mean (+/-SEM) pullout strength of screws augmented with either bone cement was less than that of the positive control group and greater than that of the negative control. Injection of CPC or PMMA before screw implantation increased the pullout strength of the negative control by 86.8+/-22.9% and 104.1+/-32.1%, respectively. Holding power of the positive control screws differed from these 2 groups, and was 274.8+/-39.17% higher than that of the negative control. CONCLUSION: Injection of CPC or PMMA increases but does not restore the holding power of stripped 1.5 mm diameter screws. CLINICAL RELEVANCE: The use of CPC (Norian SRS) augmentation of stripped 1.5 mm diameter screws warrants clinical investigation as it combines biomechanical results similar to PMMA with osteoconduction and resorbability.     

Biomechanical comparison of cortical radial graft versus ulnar transposition graft limb-sparing techniques for the distal radial site in dogs

OBJECTIVE: To compare the biomechanical properties of radial graft (RG) versus ulnar transposition graft (UTG) limb-sparing techniques in the dog. STUDY DESIGN: Cadaveric study. ANIMALS: Six pairs of normal canine thoracic limbs. METHODS: In each pair of limbs, 1 limb was subjected to the RG technique and the other to the UTG technique. Limbs were tested in axial loading until failure. Modes of failure and biomechanical properties were compared between the 2 groups. Percent coverage of the metacarpal bone by the plate was retrospectively compared between the limbs that failed by fracture of the metacarpal bones and those that did not. RESULTS: RG limbs had significantly greater stiffness, yield load, maximum load, maximum energy, and post-yield energy. All UTG limbs failed by cranial bending of the plate. Half of the RG limbs failed by caudal bending of the plate and half by fracture of the third metacarpal bone at the distal end of the plate. Limbs with <80% plate coverage of the metacarpal bone were significantly more likely to fail by metacarpal fracture. CONCLUSIONS: The RG technique was biomechanically superior to the UTG technique under the conditions studied. At least 80% plate coverage of the metacarpal bone should be achieved. CLINICAL RELEVANCE: Exercise restriction and coaptation bandages should be considered for patients undergoing the UTG technique to minimize potential biomechanical complications.     

农村电网合理配电方式的优化选择

为降低农村电网的投资和运行费用,在满足负荷需求及各项技术指标限制的条件下,以线路电压降和变电站最大负荷限制为控制条件,建立各种配电方式的单位供电面积年费用与线路供电半径、变电站数量、负荷密度等因素之间的函数关系,对我国农村电网3种配电方式110/35/10kV、110/20kV、110/10kV的经济性进行研究和比较。结果表明:当负荷密度低于250kW/km2时,110/10kV配电方式的单位供电面积年费用相对较低,而负荷密度高于250kW/km2时,110/20kV的配电方式则更经济;而110/35/10kV配电方式因为使用广泛且经济性与另外2种配电方式接近,仍有很高的保留价值。     

曲线连续箱梁桥支座设置的比较

以实际工程为例,对采用MIDAS空间梁单元小半径曲线梁桥支座的布置进行计算和比较分析,并通过掌握小半径曲线梁桥支座受力特点,从而确定出适合该桥的支座布置形式。     

三角履带式甘蔗收割机转向系统的设计与试验

针对我国目前山地甘蔗收割困难、缺乏适用收获装备的问题,设计了三角履带式甘蔗联合收割机转向系统,主要包括后桥、轮桥连接架的设计和转向油缸行程确定。针对关键部件转向后桥和轮桥连接架进行了受力计算与有限元应力分析,对转弯半径进行了计算,并进行了相应的试验。关键零件应力测试试验结果表明:转向后桥的最大静应力为43. 67MPa,动态稳定应力约50MPa,仿真误差为12. 66%;轮桥连接架转向最大静应力158.59 MPa,动态应力为176 MPa,仿真的误差为9. 89%,仿真与实际基本一致。转弯半径试验结果表明:理论转弯半径为6.4m,实际测试时由于车速不同,转弯半径在6.127～6.5m范围内,与理论最大误差4.27%,在可接受范围内,转向系统的设计达到了设计要求。