1.As USB supports the real-time transferring of video data, this paper researches USB interface between a CMOS video-sensor based computer-eye and PC Then a ram-based feasible solution using EZ-USB 2131Q chip produced by Anchor is provided
由于 USB支持视频数据的实时传输 ,本文对 CMOS视频传感器为核心的数字图像设备 (电脑眼 )与 USB接口进行了研究 ,并利用 Anchor公司的 EZ- USB 2 1 3 1 Q芯片设计了一种基于外接 RAM的单片方案 ,实现了电脑眼的 USB接口
2.Additionally, model texture ditmapping, LOD technology, code-reusing (DEF/USE), antitype-consealing (PROTO) and favorable scene technologies based on Anchor and Inline for exchanges and formulation of scenes are discussed.
除此之外,还探讨了模型纹理贴图、多分辨率层次模型(LOD)、代码重用(DEF/USE)、原型封装(PROTO)以及用Anchor和Inline节点实现场景切换和调度等VRML场景优化技术。
3.3D interaction for some parts of X-Ray diffraction Methods, like browsing internal structure and controll of working status of Debye camera, are realized by inserting VRML nodes, such as PlaneSensor, Viewpoint, OrientationInterpolator, TouchSensor, Anchor and TimeSensor etc.
用插入PlaneSensor、Viewpoint、OrientationInterpolator、TouchSensor、Anchor和TimeSen2sor等VRML节点实现了《X射线衍射分析》部分内容的三维交互,比如德拜相机的内部结构浏览和工作状态控制.
4.VRML file can link a web page file by using anchor node and use the web page file to access database , also VRML file can access database by using script node in which we must program . By these ways, database access is fairly easy and straight froward.
在VRML文件中可以通过锚 (Anchor)节点将对数据库的访问要求转到网页文件中去处理 ,也可以通过Script节点直接编写连接数据库的程序 ,以实现对数据库信息的调用 .
5.And, so far as the new-type FRP helical anchor is concerned in this paper, it is as follows, the properties of FRP tendons, the back ground of anchor, the assembly of anchor, the workmanship of anchor, the design philosophy of anchor, the anchor pullout test, the acceptance test of ground anchor, and the long-term monitoring of anchor.
接着对新型FRP螺旋锚杆的背景、概念、结构、施工工艺、FRP筋物理力学性能、设计方法、拉拔试验、验收试验、长期性能观测等内容展开论述。
6.It is clear that corrosion-proof metal anchor cable with unique function is more effective and reliable than metallic anchor cable in special anchor environment,by researching on the general situation of study and applica-tion at home and abrod,the cable body of anchor cable,the bearing plate,the external anchorage,the accessary parts and components,the streteching device,the overall structure of anchor cable,the construction technology of anchor cable,and the result of two site tests.
通过对国内外锚索索体、承压垫板、外锚具、附属零部件、张拉装置、锚索整体结构及锚索施工工艺的研究,以及两轮现场试验,结果表明无锈蚀锚索以其独特的性能,在特殊锚固环境中锚固,比钢锚索更有效、更可靠。
7.In order to optimize the perpetuation tensioning tonnage of prestressed pier anchor wire of Goupitan arch dam, first the scheme contrast method is adopted to define the perpetuation tensioning tonnage combination of the primary and secondary anchor wire, but the optimization result is that the pull-anchor coefficient is too big; then the body form of the pier is optimized; finally the anchor wire perpetuation tensioning tonnage is optimized by using ANSYS optimization design module based on parametric FEM, the optimization result is acceptable and the Pull-anchor Coefficient is lowered down.
摘要为优化构皮滩拱坝中孔预应力闸墩锚索永存张拉吨位，首先采用方案优选的方法确定主次锚索永存张拉吨位组合，但优选结果拉锚系数偏大，再对闸墩体型进行优化，然后采用基于参数化有限元的ANSYS优化设计模块对主次锚索永存张拉吨位进行优化，优化结果满足应力控制要求，降低了拉锚系数。
8.In anchoring effect, in addition to the influence of high and low anchor points on subjects price estimates, we also consider the moderating role of the operation of anchor points (one-way/two way), the reinforcement of anchor points (normal/intensified), and the relevancy between anchor and target (relevant/unrelevant).
在定锚效应的实验中，除了考虑高／低锚点值对受测者价格估计判断之影响，同时亦探讨锚点运作方式（双向／单向）、锚点强化作用（强化／一般）、以及锚点讯息与估计标的物之间的语意相关性（相关／不相关）等三个变数，是否会扮演锚点类型对决策者估计影响之调节角色。
9.The article introduces the guiding sense of the anchor in the track tunnel,anchor supports structure,parameters,construction methods and craft along spattia tunnel 1218(3) to popularize the spatial tunnel anchor,the technology of anchor cable supports.
介绍沿空巷道1218(3)轨道顺槽锚杆、锚索支护结构、参数及施工方法、工艺,对推广沿空巷道锚杆、锚索支护技术具有指导意义。
10.Based on field testing and numerical simulation results on prestressed anchor cable of suspension bridge with tunnel style anchorage system, the ultimate anti-pulling capacity of prestressed anchor cable affected by anchor length, free length, grouting pressure and the level of combination between grout-cable and rock mass were analyzed.
摘要根据悬索桥隧道式锚锭系统预应力岩锚原位试验及模拟计算结果，分析了锚索的锚固长度、自由长度、锚固注浆压力以及锚注体与围岩界面结合程度对岩锚极限抗拔力的影响。
