GPS接收机抗射频干扰技术研究

GPS信号到达地面后十分微弱,极易受到射频干扰;为提高GPS接收机工作的可靠性,对射频干扰的来源和特点进行了研究;主要围绕载波噪声功率比分析了射频干扰对GPS接收机的影响,并据此解算出射频干扰的距离和功率组合;分析结果表明射频干扰会引起GPS接收机的码环、载波环精度下降,误码率升高;最后对目前存在的各种GPS抗射频干扰技术措施进行了介绍,指出通用GPS接收机主要采用自适应数字滤波器、自适应调零天线等时域、空域抗干扰技术。     

铜山口铜矿露天采场边坡平面破坏研究

为了得到铜山口铜矿露天采场南边坡与西边坡的稳定性,采用RocPlane2.0分析软件对边坡台阶进行了平面破坏稳定性研究。研究结果表明:1)受力在I～Ⅵ条件下,边坡的安全系数依次降低;在张裂缝、爆破振动力与地震力影响因素的控制对比下,地震力对边坡稳定性的影响较大。2)南边坡与西边坡台阶高度为12m,坡面角≤75°时,6种受力情况边坡的安全系数均大于许用安全系数,边坡台阶不会发生平面破坏;台阶高度为24m,坡面角≤75°时,6种受力情况边坡的安全系数均大于许用安全系数,边坡台阶不会发生平面破坏。3)建议在台阶并段开采(24m)时,其台阶的坡面角为75°。研究结果可为矿山安全生产设计提供参考。     

基于数控切割工艺的单一零件优化排料

分析了在有限长、宽的整体板料上对单一零件优化排样的方法、步骤及其关键技术,总的目标是在单张板料上排放尽可能多的零件;提出了基于数控切割工艺的优化排样算法,给出并分析了算法运行实例.     

基于未确知均值聚类分析的砂土地震液化评价

基于未确知测度理论,建立了砂土地震液化判别和液化势分级的未确知均值聚类分析模型和方法。针对砂土地震液化评价中的许多不确定性影响因素,选用地震震级,地面地震加速度幅值,标准贯入击数,比贯入阻力,砂土相对密实度,砂土平均粒径和场地地下水位等7个评价指标作为判别因子;选用17个砂土样本作为训练样本,建立各评价指标的未确知测度函数,以样本中的各评价指标数据的平均值表示其分类中心;利用相似权赋权方法确定评价指标的权重,依据未确知测度距离判别地震液化等级;根据建立的模型对训练样本回判,回判正确率为94.12％。将建立的模型对20个测试样本进行判别,将判别结果与地震液化的实际情况、BP神经网络和SOFM神经网络等方法的评价结果进行了对比。研究表明,该模型的评价结果与实测结果,以及BP神经网络、SOFM神经网络等方法的评判结果一致性较高。     

±800 kV特高压直流输电线路带电作业电位转移特性分析

为保障进行±800 kV输电线路带电作业人员的人身安全,对带电作业人员电位转移特性的研究有助于制定合适的安全防护措施。通过建立作业人员进行电位转移过程中基于流体动力学的棒-板间隙放电模型,仿真得到了人与导线间的空气间隙电场强度变化特性,计算了转移过程中的暂态能量,分析了转移距离为0.3~0.6 m时电位转移能量数值的分布特点。结果表明,不同转移距离下的转移能量均在1.0 J附近,随着转移距离的增大,转移能量有所增加,而转移能量高于1.0 J时,导电手套存在被烧蚀的风险,因此作业人员进行±800 kV输电线路带电作业电位转移宜使用电位转移棒进行电位转移,确保作业人员的人身安全。     

Evaluation of the bond behavior of steel reinforcing bars in recycled fine aggregate concrete

This paper describes pullout test results on deformed reinforcing bars in natural and recycled fine aggregate (RFA) concrete. The effects of bar location and RFA grade on bond strength between reinforcing bar and recycled aggregate concrete (RAC) were evaluated through the experimental program. A total of 150 pullout specimens were fabricated for the experiment. Two reinforcing bar orientations were considered with respect to the casting direction; vertical bars and horizontal bars, the latter of which was prepared to evaluate top-bar effect. Considered variables included four RFA replacement ratios (RFArs), two water-absorption grades (RFA-A: 5.83%, RFA-B: 7.95%) of RFA and three reinforcing bar locations (75, 225 and 375 mm height from the bottom of the casting mold). In addition, to evaluate the thermal and aging effect on bond behavior between the reinforcing bar and RFA concrete, some parts of pullout specimens had exposed to rapid freeze–thaw environment or been cured at air during 28 or 730 days. Test results demonstrated that bond strength does not seem to be affected by the RFAr for higher RFA grades (RFA-A), at least up to 60% RFAr. In contrast, the RAC including lower RFA grade (RFA-B) showed clear decreases in bond strength with increasing RFAr, similar to the trend observed for compressive strength. For horizontal pullout specimens, RFA concrete specimens showed higher bond strength gap between top and bottom bars than natural aggregate concrete (NAC) specimens. Bond strengths of the horizontally cast pullout specimens were affected by the flowability of concrete rather than the RFAr or RFA grade. No noticeable degradation occurred during freeze–thaw cycling of the RAC specimens, indicating that the RFA used in this study is appropriate for use in freeze–thaw environments.     

当代大学生休闲体育消费的问题与对策

采用问卷调查法、文献资料法、数理统计法、综合分析法等方法对湖南十所高校农村和城市生源大学生休闲体育消费收入、支出、消费结构、动机、消费层次、消费场所进行对比分析,找出缩小城乡大学生休闲体育消费差距的途径,引导当代大学生合理健康的休闲体育消费,促进学校体育的良性发展。     

Research on structural compatibility of eco-porous concrete and vegetation

To investigate the structural compatibility of eco-porous concrete (EPC) and vegetation, a simulation method (sand penetration coefficient) of structure compatibility between the eco-porous concrete (EPC) and vegetation was put forward. Furthermore, the relation between sand penetration coefficient and pore characteristics were analyzed, and the technology of acquiring equivalent pore size was optimized. The results present that the new simulation method, characterized by sand penetration coefficient, can effectively assess the ability of eco-porous concrete (EPC) to allow the root system to pass through. In addition, the real pore structure shape by “rubbing technology” can be easily and quickly obtained.     

微型轴流式血泵材料表面处理技术分析

对血泵材料的血液相容性和生物组织相容性进行了分析,并且对目前常用生物材料的表面处理技术进行了比较。由于微型轴流式血泵置入心内的特殊部位,既要保证其血液相容性,又要保证组织相容性,可采取对材料表面生物药物活性处理来实现:与血液接触材料表面,可选择r-水蛭素处理,以提高材料的血液相容性;与各种生物组织材料接触的表面,可选择纤连蛋白处理,使材料表面内皮化,以提高材料的组织相容性。