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71.
面对出入园区机动车辆数量的日益增多,高校校园相关管理部门所采用的传统人工管理方式已经不能满足管理的需要。通过调查,针对当前实际管理中所存在的问题,提出了一种基于车牌自动识别技术的车辆出入管理信息系统,即通过车辆图像信息的采集、车牌定位、字符分割、字符识别等操作完成车牌身份信息的自动提取,最后将获取到的信息存入数据库,通过搜索、查询匹配等模块的处理,实现自动智能管理的要求。通过实验,系统具有较高的识别率,能满足实际应用的需要,具有一定的工程应用价值。  相似文献   
72.
为给土壤真菌多样性研究提供一些基础资料,本文对安徽、江西、云南、西藏4个省区35份土样分别利用稀释平板法进行了真菌种类的调查研究。结果表明:各地区土壤中真菌数量均很丰富,共得到2683个真菌菌落。其中,青霉属真菌的比例最高,为59.6%;曲霉属真菌次之,为23.41%;而顶头孢属、拟青霉属、粘帚霉属、圆孢霉属等所占比例相对较小。此外,安徽省区土壤中的真菌种类最丰富,其余3省相差不大。  相似文献   
73.
When steel plate-masonry composite structure used in the existing masonry structure with load bearing walls is removed for a large space, composite action should be considered between the beam and the supported masonry wall due to the arch effect formed in the supported wall. In order to investigate the working mechanism, failure mode, and load-carrying capacity, strain distribution in critical sections and mid-span defcection of this type of composite wall-beam, five steel plate-masonry wall-beams were tested under concentrated loads and analyzed, which considered variables of height-span-ratio of supported masonry wall, height-span-ratio of composite beam and thickness of steel plate. The results show that steel plate-masonry composite wall-beam starts failure from the masonry located at the line between loading point and supporting point; strain distribution of steel plate along section height meets the plane section assumption; the height-span-ratio of supported wall can directly influence the failure mode of masonry wall, buckling load corresponding to steel plate experiencing local buckling and ultimate load of tested specimens; the reasonable height of supported masonry wall is beneficial to the formation of composite action between supported masonry wall and composite beam, and the excessive high masonry wall will reduce the ultimate load of the tested specimen. Finally, the reasonable range for height-span-ratio of supported masonry wall was presented, and the proposed value representing the flexural stiffness of the steel plate-composite beam relative to the in-plane stiffness of the supported masonry wall was at least more than 79.  相似文献   
74.
Multi-roll stretch forming (MRSF) process is a new flexible process. Through extensive numerical simulations of the MRSF process, it is found that the smaller the distance between die and rollers is, the more easily the shape can be formed, and the better the quality of formed part can be. However, the distance between clamps and rollers has little effect on the formed parts. The corresponding stretch forming experiment has been done and the results show that the simulation trend is consistent with the experimental results.  相似文献   
75.
Reasons for performing study: Postural balance can be quantified using stabilographic variables derived from force plate data that describe movements of the horse's centre of pressure (COP) in the horizontal plane. Most force plates are not large enough to accommodate all 4 limbs of a standing horse, so the study was designed to assess whether representative stabilographic data could be collected from the forelimbs or hindlimbs. Objective: To determine whether stabilographic data from either the forelimbs or the hindlimbs were representative of data for the total body. Methods: Stabilographic data (960 Hz) were collected from 17 sound horses standing with the forelimbs and the hindlimbs on separate force plates. To increase variability in the data, horses were of different sizes, the recording duration was varied (15–60 s) and data were collected under sighted and blindfolded conditions. Results: Correlation matrices indicated that total body stabilographic variables were highly significantly correlated with both forelimb and hindlimb data but correlation coefficients were higher for forelimb data. Forward stepwise regression selected forelimb data for inclusion in the model for 15/16 variables, the exception being mean absolute mediolateral velocity. Conclusions: Ground reaction force data from a pair of limbs, preferably the forelimbs, can be used to measure variables that represent total body postural balance in sound standing horses. Potential relevance: Stabilographic data from either the forelimbs or hindlimbs may be useful for detecting and quantifying deficiencies in postural balance in ataxic horses.  相似文献   
76.
The investigation was conducted on client-owned moderately arthritic dogs with two objectives: (i) to evaluate therapeutic efficacy of type-II collagen (UC-II) alone or in combination with glucosamine hydrochloride (GLU) and chondroitin sulphate (CHO), and (ii) to determine their tolerability and safety. Dogs in four groups (n = 7-10), were treated daily for a period of 150 days with placebo (Group-I), 10 mg active UC-II (Group-II), 2000 mg GLU + 1600 mg CHO (Group-III), and UC-II + GLU + CHO (Group-IV). On a monthly basis, dogs were evaluated for observational pain (overall pain, pain upon limb manipulation, and pain after physical exertion) using different numeric scales. Pain level was also measured objectively using piezoelectric sensor-based GFP for peak vertical force and impulse area. Dogs were also examined every month for physical, hepatic (ALP, ALT and bilirubin) and renal (BUN and creatinine) functions. Based on observations, significant (p < 0.05) reduction in pain was noted in Group-II, III, and IV dogs. Using GFP, significant increases in peak vertical force (N/kg body wt) and impulse area (N s/kg body wt), indicative of a decrease in arthritis associated pain, were observed in Group-II dogs only. None of the dogs in any group showed changes in physical, hepatic or renal functions. In conclusion, based on GFP data, moderately arthritic dogs treated with UC-II (10 mg) showed a marked reduction in arthritic pain with maximum improvement by day 150. UC-II, GLU and CHO operate through different mechanisms of action, and were well tolerated over a period of 150 days.  相似文献   
77.
整体式板桥静力荷载试验及计算方法研究   总被引:1,自引:0,他引:1  
基于新施行的《公路桥梁承载能力检测评定规程》(JTG/T J21-2011),对整体式板桥进行静力荷载试验研究,利用桥梁结构专用分析软件Midas civil建立该整体式板桥的空间板单元模型,对静力荷载试验进行模拟,并将实测挠度、应力值和荷载横向分布系数与计算值进行对比分析。分析结果表明,该桥能够满足公路-Ⅰ级汽车荷载的使用要求;实测荷载横向分布系数与理论计算荷载横向分布系数相一致,且刚接板梁法计算值略大于有限元法计算值,设计时若按照简化刚接板梁法计算荷载横向分布系数偏于安全。  相似文献   
78.
颜蓉  姬红利  吴永红  李运东  杨林章  方炎明 《土壤》2010,42(6):998-1002
以稻草为主要原材料,采用"复合压板"工艺,研制一种可以复绿的护坡基材。经过高羊茅草种子的发芽试验表明:该基材可以作为植物生长的载体,并为植物提供营养供给。基材绿化后形成的护坡材料在径流速度为0.5L/s和坡度55o的条件下,可以有效延迟径流停留时间,对悬浮固体的平均拦截效率为85%,对水溶性磷和泥沙结合态磷的平均拦截率为93%和84%。经过生物安全性测试,表明稻草基护坡材料具有环境安全性。生态护坡材料的开发,可以有效遏制我国大量稻草资源的浪费以及缓解污染环境。  相似文献   
79.
摘要:为了解决粮食晾晒场上翻晒问题,设计了一种悬挂式粮食翻晒机,可以对各种粮食进行翻晒作业,经晾晒场上试验测试,翻粮深度150mm,作业效率6750m2 /h。其创新点是采用橡胶翻粮铧和橡胶分粮板,优势是效率高节省人力成本。  相似文献   
80.
结合国道301旧路改造工程中临时柱板式锚定板挡土墙的设计和施工应用,着重讨论了临时柱板式锚定板挡土墙的墙后土压力、板后土压力、锚定板抗拔能力和结构稳定性分析,介绍了构件设计和施工工艺。实践证明这是一种经济适用的填方支护方法。  相似文献   
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