136 resultados para TSP module
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本文简要介绍了一个数控自动编程专家系统的自然语言接口的实现.该自然语言接口是以我们研制的数控自动编程专家系统为背景,运行在 SUN3/4 工作站的 UNIX 下和 IBM/AT 机的 DOS 下,用 C语言编程.该自然语言接口由词法分析、句法分析、语义语用分析、目标生成和图形仿真五个模块及相应的知识库构成.该接口能够接受数控编程系统所需的对工件的英语自然语言描述并处理一些比较简单的英语语言现象.
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本文基于递阶控制原理提出了柔性制造单元的一种新的计划与调度方法,并综合采用了理论分析、专家系统技术和仿真技术,建立了一个智能调度系统原型.另外,在制造单元调度问题的描述上采用了状态方程形式,从系统的观点来研究调度问题.并在此基础上建立了仿真模块,对单元的加工过程进行了仿真实验.
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许多问题最终可以归结为求解一个组合优化问题,GA是求解组合优化问题的一个强有力的工具,但遗传算法在应用中常出现收敛过慢和封闭竞争问题,本文提出贪心遗传算法。该算法的初始种群建立、交叉和变异等过程,都引入贪心选择策略指导搜索;移民操作向种群引进新的遗传物质,克服了封闭竞争缺点。贪心遗传算法可以避免早熟收敛并改进算法的性能,算法搜索起步阶段的效率是非常高的,本文通过TSP问题仿真试验证明了算法的有效性,在较少的计算量下,得到令人满意的结果。
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目的利用单片机技术设计多路温度测控系统,实现多路温度的测量和控制.方法系统以单片机AT89C52为核心,利用多路转换器和新型数字器件MAX6675构成8路K型热电偶温度测量电路,利用D/A转换器AD7528和驱动电路构成输出电路,实现8路一一对应的闭环温度测量控制.系统软件采用PID控制器.结果实践证明,可根据需要增减系统温度信号采样通道的数目,使用软件抗干扰措施,提高了采样数据的可靠性.简化了输入输出硬件结构,使系统具有低成本高速度和较好的测量控制精度.结论多路温度测控系统作为整机适用于现场测量控制应用,也可作为多路温度控制模块应用在体积小、温度测量精度要求较高的大型系统中.
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The Jinchuan Nickel Mine is the largest underground mine with cut-and-fill mining in China. It is very difficult to be exploited for very low safety stability of rock mass caused by complex geological conditions, developed faults, cracked rock mass and high stress. In this paper, the laws of rock mass movement、mechanics of shaft deformation and destroy were analyzed based on the collection of date, the detailed field engineering investigations, ground movement monitoring by GPS, theoretical analysis and numerical simulation. According to the GPS monitoring result of ground surface movement, there are different ground movement characteristics among the three Mine area of Jinchuan Nickel Mine. In No. 2 Mine area, the ground movement funnel with apparent asymmetry is developing, the influence scope is larger in the up faulted block than in the down faulted block, and the centre of ground movement is moving along the up faulted block direction with increasing depth of mining. Moreover, the tunnels in the corresponding area with the centre of ground movement are damaged seriously. In Longshou Mine area, the ground movement funnel is also developing, but the moving path and the nonlinear characters are more sophisticated because of the long-term effects of open excavating and the effects of underground mining together. In No. 3 Mine area, the underground mining impact on surface is not serious for the time of mining activity is not for long, but the ground movement funnel is also forming now. The underground mining has caused widespread land subsidence in Jinchuan Nickel Mine area, but the phenomena of surface raise appeared in some partial areas of Longshou Mine area and No. 3 Mine area. Analysis proved that the reason for the open pit bottom raise is the slope deformation activation caused by the excavation from open pit into underground mine; and that the raise of surface in No.3 Mine area is caused by the effect of elastic foundation due to underground mining. Although the GPS Monitoring results show the amount of subsidence is increasing constantly, the subsidence rate has a descending tendency with fluctuation in Jinchuan No. 2 Mine area. The subsidence rate curve is a time function and exists an extreme point, the rate increasing before extreme point and decreasing after the extreme point ,but the scale of decreasing rate will be very small after the rate decreasing up to a certain degree, moreover, the characteristics is different among different areas, which have some relation with the distance to the mining section and the dip of the ore body. ArcView is GIS software, which we adopted as a development platform, and made secondary development by its development language “avenue”, through which we developed a ground movement analysis and forecast System for Jinchuan Nickel Mine, which contain three modules : management of ground movement information; analysis and evaluation of ground movement; and ground movement forecast. In the module of evaluation, using the technique of MATLAB6.5 program with VB6.0, the system can achieve the ANN prediction model for GPS monitoring data, data preparation results analysis and model integrated was realized by Avenue programming. Finally, the author analyzed the mechanical of deformation and destroy of the No. 14 shaft, and its repair and artificial-support effectiveness also given detailed demonstration in various aspect. The result showed that the reason for the destroy of No. 14 shaft is underground mining, and being the case, the destroy of the shaft also has its special features, which mainly contains forked stress contour for mining steep ore and fault effect caused by mining activities. The repair and artificial-support played some restrictions on the rock mass movement and deformation, but did not show a strong or marked effect. With the increasing of mining depth and large-scale, the closure rock of the shaft will still deformed, even be destroyed.
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By first principle methods based on density functional theory (DFT),the equation of state(EOS) and elastic constants of both periclase and ferropericlase are calculated. The pressure and iron doping effects on the elastic constants of ferropericlase are investigated systematically. Firstly, we calculate the elastic constants of periclase and compare the obtained results with experimental data and other theoretical calculations, which shows a encouraging consistence and demonstrates the practicability of first-principle methods. Secondly, by adding iron into periclase crystal model, we build up ferropericlase with iron contents ranging from 0% to 25% mole percent. The corresponding elastic constants are calculated in a large pressure range(0~120GPa). Emphatically, the strong correlation of 3d electrons in transitional elements, such as iron, is difficult to treat in first-principle methods for a long time. The current solution is to make additional correction. During the initial stage of this study, the strong correlation of 3d electrons in iron is not considered, and we observed that addition of iron decreases the volume of ferropericlase, which is totally contradictory to the experimental data. By applying LDA+U approximation in order to solve the strongly correlated 3d electron of iron, we observed the expansion of volume by iron as expected. On the basis of the LDA+U approximation, the elastic constants of ferropericlase are calculated. After a detailed analysis of data obtained from theoretical calculations, we have reached the following conclusions:(1)pressure imposes positive effects on all elastic constants, and the degree of effects is C11>C12>C44. (2) Iron has no distinctive effects on C11 and C12, although some fluctuations are observed around 60GPa. However, iron has obvious softening effects on C44 The softening effects on C44 are intensified as pressure increases. Above the 100GPa, the effects increase greatly, even surpasses the pressure's positive effects in ferropericlase crystal models with iron mole percent of having 12.5%, 18.75% and 25% iron content. (3)As to the modulus deprived from elastic constants, iron has no effect on the adiabatic bulk module BS, only a little fluctuation around 60GPa. We find iron's softening effects on shear modulus G. (4)We find out that, compared with low iron content, elastic constants with iron content approaching 25mole% is consistently fluctuated,which may be caused by the limitations of the LDA+U approximation method itself. (5)We investigate the pressure and Fe doping effects on elastic anisotropy factor(A=(2C44+C12-C11)/C11) of ferropericlase and find out that iron contents will lower the critical isotropic pressure. At the same pressure, when the pressure is below the isotropic pressure, iron softens the anisotropy factor ; when pressure surpasses the isotropic pressure, iron increases the anisotropy factor.
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Synthetic Geology Information System (SGIS) is an important constituent part of the theory of Engineering Geomechanics Mate-Synthetic (EGMS), and is the information system more suited for the collection, storage, management, analysis and processing to the information coming from engineering geology,' geological engineering and geotechnical engineering. Its contents involve various works and methods of the investigation, design, and construction in different stages of the geological engineering. Engineering geological and three-dimensional modeling and visualization is the fundamental part of the SGIS, and is a theory, method and technique by which, adopting the computer graphics and image processing techniques, the data derived from engineering geological survey and the calculated results obtained from the geomechanical numerical simulation and analysis are converted to the graphics and images displayed on the computer screen and can be processed interactively. In this paper, the significance and realizing approaches of the three-dimensional modeling and visualization for the complex geological mass in the engineering geology are discussed and the methods of taking advantage of the interpolation and fitting for the scattered and field-surveyed data to simulate the geological layers, such as the topography and earth surface, the groundwater table and the stratum boundary, are researched into. At the mean time, in mind the characteristics of the structure of the basic data for three-dimensional modeling, its visual management can be resolved into the engineering surveyed database management module, plot parameter management module and data output module and the requirement for basic data management can be fulfilled. In the paper, the establishment and development of the three-dimensional geological information system are probed tentatively, and an instance of three-dimensional visual Engineering Distribution Information System (EDIS), theConstruction Management Information System for an airport, in which the functions, such as the real-time browse among the three-dimensional virtual-reality landscapes of the airport construction from start to finish, the information query to the airport facility and the building in the housing district and the recording and playback of the animation sets for the browse and the takeoff and landing of the planes, is developed by applying the component-mode three-dimensional virtual-reality geological information system (GIS) software development kits (SDK), so the three-dimensional visual management platform is provided for the airport construction. Moreover, in the gaper, integrated with the three-dimensional topography visualization and its application in the Sichuan-Tibet Highways, the method of the digital elevation model (DEM) data collection from the topographic maps is described, and the three-dimensional visualization and the roaming about the terrain along the highway are achieved through computer language programming. Understanding to the important role played by the varied and unique topographical condition in the gestation and germination of the highly-dense, frequently-arising and severely-endangered geological hazards can be deepened.
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This thesis mainly studies the technologies of 3-D seismic visualization and Graphic User Interface of seismic processing software. By studying Computer Graphics and 3-D geological modeling, the author designs and implements the visualization module of seismic data processing software using OpenGL and Motif. Setting seismic visualization flow as the subject, NURBS surface approximation and Delaunay Triangulation as the two different methods, the thesis discusses the key algorithms and technologies of seismic visualization and attempts to apply Octree Space Partitioning and Mip Mapping to enhance system performance. According to the research mentioned above, in view of portability and scalability, the author adopts Object-oriented Analysis and Object-oriented Design, uses standard C++ as programming language, OpenGL as 3-D graphics library and Motif as GUI developing tool to implement the seismic visualization framework on SGI Irix platform. This thesis also studies the solution of fluid equations in porous media. 2-D alternating direction implicit procedure has been turned into 3-D successive over relaxation iteration, which possesses such virtues as faster computing speed, faster convergence rate, better adaptability to heterogeneous media and less memory demanding.
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Population research is a front area concerned by domestic and overseas, especially its researches on its spatial visualization and its geo-visualization system design, which provides a sound base for understanding and analysis of the regional difference in population distribution and its spatial rules. With the development of GIS, the theory of geo-visualization more and more plays an important role in many research fields, especially in population information visualization, and has been made the big achievements recently. Nevertheless, the current research is less attention paid to the system design for statistical-geo visualization for population information. This paper tries to explore the design theories and methodologies for statistical-geo-visualization system for population information. The researches are mainly focused on the framework, the methodologies and techniques for the system design and construction. The purpose of the research is developed a platform for population atlas by the integration of the former owned copy software of the research group in statistical mapping system. As a modern tool, the system will provide a spatial visual environment for user to analyze the characteristics of population distribution and differentiate the interrelations of the population components. Firstly, the paper discusses the essentiality of geo-visualization for population information and brings forward the key issue in statistical-geo visualization system design based on the analysis of inland and international trends. Secondly, the geo-visualization system for population design, including its structure, functionality, module, user interface design, is studied based on the concepts of theory and technology of geo-visualization. The system design is proposed and further divided into three parts: support layer, technical layer, user layer. The support layer is a basic operation module and main part of the system. The technical layer is a core part of the system, supported by database and function modules. The database module mainly include the integrated population database (comprises spatial data, attribute data and geographical features information), the cartographic symbol library, the color library, the statistical analysis model. The function module of the system consists of thematic map maker component, statistical graph maker component, database management component and statistical analysis component. The user layer is an integrated platform, which provides the functions to design and implement a visual interface for user to query, analysis and management the statistic data and the electronic map. Based on the above, China's E-atlas for population was designed and developed by the integration of the national fifth census data with 1:400 million scaled spatial data. The atlas illustrates the actual development level of the population nowadays in China by about 200 thematic maps relating with 10 map categories(environment, population distribution, sex and age, immigration, nation, family and marriage, birth, education, employment, house). As a scientific reference tool, China's E-atlas for population has already received the high evaluation after published in early 2005. Finally, the paper makes the deep analysis of the sex ratio in China, to show how to use the functions of the system to analyze the specific population problem and how to make the data mining. The analysis results showed that: 1. The sex ratio has been increased in many regions after fourth census in 1990 except the cities in the east region, and the high sex ratio is highly located in hilly and low mountain areas where with the high illiteracy rate and the high poor rate; 2. The statistical-geo visualization system is a powerful tool to handle population information, which can be used to reflect the regional differences and the regional variations of population in China and indicate the interrelations of the population with other environment factors. Although the author tries to bring up a integrate design frame of the statistical-geo visualization system, there are still many problems needed to be resolved with the development of geo-visualization studies.
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The seismic data acquisition system is the most important equipment for seismic prospecting. The geophysicists have been paying high attention to the specification of the equipment used in seismic prospecting. Its specification and performance are of great concerned to acquire precisely and accurately seismic data, which show us stratum frame. But, by this time, limited by the technology, most of the Broad-band Seismic Recorder (BSR) for lithosphere research of our country were bought from fremdness which were very costliness and maintained discommodiously. So it is very important to study the seismic data acquisition system.The subject of the thesis is the research of the BSR, several items were included, such as: seismic data digitizer and its condition monitor design.In the first chapter, the author explained the significance of the implement of BSR, expatiated the requirement to the device and introduced the actuality of the BSR in our country.In the second chapter, the collectivity architecture of the BSR system was illustrated. Whereafter, the collectivity target and guideline of the performance of the system design were introduced. The difficulty of the system design and some key technology were analyzed, such as the Electro Magnetic Compatibility (EMC), system reliability technology and so on.In the third chapter, some design details of BSR were introduced. In the recorder, the former analog to digital converter (ADC) was separated from the later data transition module. According to the characteristic of seismic data acquisition system, a set high-resolution 24-bit ADC chip was chosen to the recorder design scheme. As the following part, the noise performance of the seismic data channel was analyzed.In the fourth chapter, the embedded software design of each board and the software design of the workstation were introduced. At the same time the communication protocol of the each module was recommendedAt the last part of this thesis, the advantages and the practicability of the BSR system design were summarized, and the next development items were suggested.
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本研究以红枫湖为主要研究对象,对环境各介质中PCBs和OCPs进行了研究,讨论了理化因素TOC、粒度、SPM、微生物等对于PCBs和OCPs的影响,对各介质中PCBs和OCPs的组成进行了分析,讨论了红枫湖地区PCBs和OCPs的来源,并对其污染水平进行了评价,得到以下几点认识: 1、对红枫湖水体和沉积物的理化性质进行了分析,和洱海进行了对比。湖泊沉积物有机质含量和C/N比值表明红枫湖沉积物有机质主要来源于河流输入和湖泊内部,洱海主要以湖泊内源为主,与后面PCBs和OCPs分析结果相符。湖泊沉积物有机质及DNA呈现同一规律,表层是有机质和DNA的含量较高的区域,表层至底层整体呈逐渐降低的趋势,表明表层是微生物量和活性最高的层段,有机质的降解主要发生在此区域。湖泊沉积物粒度与有机质和DNA变化趋势一致,暗示了有机质的降解过程主要发生在表层,SRI和SRB的分析表明微生物在有机质降解过程中起着至关重要的作用。 2、红枫湖沉积物中7种PCBs的含量范围在3.2~31.6ng/g之间,主要以PCB28和PCB52为主。其中PCB28的含量范围在0.5~4.6ng/g,平均为1.8ng/g, PCB52含量在0.4~28.1ng/g。PCB28和PCB52低氯取代的PCBs占PCBs总量的60%以上。各点沉积物中PCBs的组成基本一致,其含量的变化主要与其输入来源和环境条件相关。沉积物中PCBs随深度整体呈现降低的趋势,但表层含量比次表层低,表明近年PCBs的输入降低。PCBs与TOC和粒径呈现较显著的正相关关系,与其自身的理化性质相关,PCBs具有较高的憎水性,倾向于在颗粒态中分布,也暗示了其来源。 3、红枫湖沉积物中13种OCPs的组成主要以HCHs和DDTs为主。其中HCHs的含量范围1.6~8.9ng/g,平均值为3.2ng/g,沉积物柱均值表现为HW>DB>HE>JJD;DDTs的含量范围在0.9~25.7ng/g,平均值为7.8ng/g,沉积物柱均值表现为HW>HE>DB>JJD。HCHs按其组成来看,以β-HCH和γ-HCH为主,DDTs以p,p’-DDE和p,p’-DDT为主。α-HCH/γ-HCH的比值在范围在0.1~3.0之间,表明HCH在环境中发生了改变,而且林丹的用量高于混合HCHs。DDT/DDE+DDD的比值基本都小于1,暗示DDTs在环境中发生了较长期的变化,β-HCH和p,p’-DDE的高含量也暗示了大气来源可能也是红枫湖地区OCPs的主要来源之一。 4、红枫湖湖水、汇入汇出河流及其周边土壤中PCBs和OCPs的分析,显示PCBs和OCPS在过滤后水中含量较低,主要分配在悬浮颗粒物中,悬浮颗粒物中的PCBs和OCPs组成与周边土壤中的组成基本一致。HCHs和DDTs的组成和α-HCH/γ-HCH、DDT/DDE+DDD的比值暗示水中悬浮颗粒物及其PCBs和OCPs主要来源于周边土壤和大气沉降。 5、 红枫湖后五鱼体内PCBs主要以4~6氯取代的PCBs的同系物为主,OCPs以HCHs和DDTs为主。鱼体内PCBs和OCPs对于水体的富集系数达到102~105。PCBs富集系数随氯取代数目的增加而增加,表明其生物有效性随氯取代数目的增加而增加,高氯取代的PCBs更容易通过食物链在高营养级生物体内富集,对人体造成危害。 6、 大气总悬浮颗粒物TSP中及背景区土壤中PCBs和OCPs的分析,与其它环境介质中结果基本一致。红枫湖地区大气、水、沉积物、生物和土壤各环境介质中PCBs和OCPs的组成基本一致,表明其来源具有一致性。α-HCH/γ-HCH和 DDT/DDE+DDD的值,及β-HCH、p,p’-DDE的高的比例,暗示红枫湖地区OCPs在环境中经历了较长时间的变化,而且大气长距离传输对于该区OCPs和PCBs的来源具有一定的贡献。从各因子的分析可以得出,红枫湖为该地区PCBs和OCPs的汇。 7、我国PCBs和DDTs、HCHs的含量除了典型区外,在国内外都处于较低和中等污染水平,红枫湖地区整体处于较低污染水平。根据Long和Chapman等对沉积物中POPs的评价方法,红枫湖沉积物中PCBs只有一个样品处于ERL和ERM之间,其它都低于ERL值,表明PCBs对生物造成不利影响的可能性较低;DDTs的值大部分处于ERL和ERM值之间,对生物造成不利影响的可能性较大;γ-HCH的值都低于TEC值,对生物的潜在影响较小。
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重金属是指比重大于或等于5.0的金属。随着城市化在全球范围内的飞速发展,以及城市人口的不断增长,客观上需要增加对城市生态环境的了解,以及研究城市生态环境与人类健康之间的相互关系。 大气沉降包括干沉降与湿沉降,大气的干、湿沉降是大气化学、环境化学和生物地球化学研究的重要内容之一,在重金属循环中扮演着重要的角色。大气沉降对土壤重金属地球化学过程有着重要影响。因此,准确把握环境中重金属的主要来源、行为及归宿,对有效控制重金属的污染、保护人类健康提供科学依据具有非常重要的意义。城市土壤是城市生态环境的重要组成部分,对城市的可持续发展有着重要意义。在城市环境中,各种各样的人类活动将大量的重金属带人城市土壤中,造成这些元素在土壤中的积累,并通过大气、水体或食物链而直接或间接地威胁着人类的健康甚至生命。 本研究以贵阳为例,对环境中的重金属进行研究。系统研究了贵阳市大气颗粒物重金属含量与形态、雨水重金属的含量与季节变化及土壤重金属含量与形态。主要结果如下: 1 贵阳市的干、湿沉降与气象因子关系密切。随温度的升高,贵阳市TSP浓度下降;相对湿度与TSP呈负相关性;风速对贵阳市区的TSP浓度的影响主要表现为扩散和稀释作用,随风速的增加,贵阳TSP浓度降低;雨水对贵阳市大气总悬浮颗粒物的有明显的清除作用。随着风速的增加,贵阳市雨水中重金属含量降低;雨量与雨水中的Cd、Cr、Cu、Pb与Zn的含量均呈一定的负相关关系,总体趋势为当降雨量较大的时候,雨水中重金属的含量较低。 2 贵阳市大气颗粒物中重金属含量有明显季节变化规律。Cd、Cr、Pb和Zn冬季的含量明显高于其它季节,而春季和夏季颗粒物中重金属含量相对较低,冬季的浓度是夏季的1.8-4.6倍。同样,贵阳市雨水中Cr、Cu、Zn的最高浓度都出现在冬季,这与贵阳市在冬季大量使用燃煤来取暖的时段相符合。 3与其它城市相比,贵阳市大气颗粒物重金属污染比较严重。同样,与地表水国家标准值相比较,贵阳市大部分样品Cd、Cu、Pb与Zn明显超过地表水国家标准,雨水中Cd、Cu、Pb与Zn的平均值分别国家标准的为2.7、2.2、6.0和1.3倍。贵阳市表层土壤已受到重金属不同程度的污染。表层土壤Cd的平均含量为0.66mg/kg,Co的平均含量为17.31mg/kg,Cr的平均含量为82.91mg/kg,Cu的平均含量为52.20mg/kg,Ni的平均含量38.76mg/kg,Pb的平均含量为71.03 mg/kg,Zn的平均含量为216.05mg/kg。土壤Cd、Co、Cr、Cu、Ni、Pb和Zn的平均含量分别我国土壤元素的背景值的6.8倍、1.36倍、1.36倍、2.31倍、1.44倍、2.73倍与2.98倍,其中以Cd和Zn 积累较明显。 4对贵阳市大气颗粒物、土壤重金属形态分别进行分析,结果表明:大气颗粒物中Cd主要以环境可迁移态存在,占61.4%;Cr和Cu主要稳定态存在,二者对环境不会造成直接影响;Pb主要以环境可迁移态、碳酸盐和氧化物结合态存在;Zn主要以环境可迁移态存在。土壤中,除Cd以外,Co、Cr、Cu、Ni、Pb和Zn元素的酸可提取态在总的元素含量中所占比例较小,均小于总量的3.0%,而Cd的酸可提取态含量为23.3%。相反,除Cd以外,其它6种金属元素的残渣态含量都比较高,Zn为96.8%,Cr为92.2%,Cu为83.4%,Co为69.2%,Ni为57.4%,Pb为41.9%。 5 贵阳市土壤剖面重金属元素的分布比较混乱,没有规律性,底土层含量仍然很高。城市土壤受到人为因素等影响,已发生严重改变。土壤中有许多不同来源物质的混入,土壤剖面经常受到人为扰动,自然土壤发生层被破坏,导致许多土壤剖面上下土层没有发生学上的联系。
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Since the 19th century, people have long believed that the function of cerebellum was restricted to fine motor control and modulation. In the past two decades, however, more and more studies challenged this traditional view. While the neuroanatomy of the cerebellum from cellular to system level has been well documented, the functions of this neural organ remain poorly understood. This study, including three experiments, attempted to further the understanding of cerebellar functions from different viewpoints. Experiment One used the parametric design to control motor effects. The activation in cerebellum was found to be associated with the difficulty levels of a semantic discrimination task, suggesting the involvement of the cerebellum in higher level of language functions. Moreover, activation of the right posterior cerebellum was found to co-vary with that of the frontal cortex. Experiment Two adopted the cue-go paradigm and event-related design to exclude the effects of phonological and semantic factors in a mental writing task. The results showed that bilateral anterior cerebellum and cerebral motor regions were significantly activated during the task and the hemodynamic response of the cerebellum was similar to those of the cerebral motor cortex. These results suggest that the cerebellum participates in motor imagination during orthographic output. Experiment Three investigated the learning process of a verb generation task. While both lateral and vermis cerebellum were found to be activation in the task, each was correlated a separate set of frontal regions. More importantly, activations both in the cerebellum and frontal cortex decreased with the repetition of the task. These results indicate that the cerebellum and frontal cortex is jointly engaged in some functions; each serves as a part of a single functional system. Taken these findings together, the following conclusions can be drawn: 1.The cerebellum is not only involved in functions related to speech or articulation, but also participates in the higher cognitive functions of language. 2.The cerebellum participates in various functions by supporting the corresponding regions in cerebral cortex, but not directly executes the functions as an independent module. 3.The anterior part of cerebellum is related to motor functions, whereas the posterior part is involved in cognitive functions. 4.While the motor functions rely on the engagement of both sides of the cerebellar hemispheres, the higher cognitive functions mainly depend on the right cerebellum.
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Human being’s visual attentional system is the direct results of millions of years of evolutionary selection. As an adaptation to the environment, the most prominent function of attentional system is to facilitate the effective selection and subsequent processing of the most critical information and events from the environment with the aim of enhancing a given individual’s chance of passing his/her gene to the next generation. In the living environment of ancestral human beings, animals were undoubtedly one of those stimulus categories of great evolutionary significance. Since the process of animal-related information had life-or-death consequences for ancestral human beings, some researchers proposed a so-called animate monitoring hypothesis which states that there exists a category-specific module in the attentional system of human beings which specializes in the detection and frequent re-inspection of animal stimuli. Drawing on the available findings and theories regarding the inhibition-of-return effect, the present study utilized several variants of the spatial cueing paradigm to test the two main predictions of animate monitoring hypothesis:(1) animal stimuli in the environment are capable of summon attention in a reflexive way; (2) the inhibitory effect of attentional process on animal stimuli is less pronounced when compared to stimuli of other categories. The results of the present study provide supportive evidence to the existence of a category-specific module for animals in the attentional system. The present study contributes to the further understanding of the important role played by attentional mechanism in solving the critical adaptive problem faced by ancestral human beings during the course of evolution.
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In the processes of Chinese economic and political reforms, it has many problems in the international corporations because of the difference of cultures. This research try to compare the Chinese managers and other conntries' through the investigation of 435 managers and employee from 9 units in Beijing. We used Hofstede's "Value Survey Module" (1980), Compared to Cultures in power distance, uncertainly avoidance, individualism-collectivism, masculinity. We also compared the employee's attitude with three patterns. The conclusions are: 1. There is not significant level difference in three patterns. 2. At PDI、UAI、IDV、MAS the fonr dimensions, our invested results approach Hofsteds's invested results. This is high at PDI, but middle at UAI、IDV、MAS.