广东番禺百越广场预应力拉索施工及检测技术分析

阐述了广东番禺百越广场工程概况、结构布置型式；讨论确定了永久预应力值和张拉控制应力值；提出了预应力钢索的施工方案，并分析了该工程预应力检测技术。     

不定周长轮电缆测长仪

利用随轮运动的光栏宽度及光拦的挡光时间测量轮子的角速度,间接计算缆线长度,解决了电缆测长仪中对轮周长标定的困难和轮与缆线间打滑的问题。光栏的宽度可准确标定,挡光时间由单片机测量。     

A case study of WebGIS technology for distance learning between Korea and Japan

Recently, some case study of distance learning by internet line are widely carried out. Until now, the cultural or friendship exchange was a main purpose using distance learning program. In our research group, a distance learning which connected 3 sites (Nagasaki and Omura and Kagoshima in Japan) was tried as a domestic example[1]. In this case, internet exclusive line and portable telephone were utilized for DVTS technical support of distance learning. Nowadays, the international distance learning for education is also beginning. Our research group also tried international distance learning between Kwangju city of Korea and Nagasaki city of Japan using DVTS techniques with the tools of WebGIS education materials.     

基于角平分线的工程滑移索结构分析方法

针对滑移索结构,提出了一种基于滑轮相邻索单元角平分线的简捷分析方法,解决了其内力和变形求解复杂的难题.具体算法如下:(1)采用固定铰模拟滑轮对索的约束作用,利用无应力长度调整影响矩阵求解角平分线垂直方向约束反力为零时,各子索无应力长度调整量;(2)根据调整后子索线形计算新角平分线的方向角,按照步骤(1)重新计算,重复至索线形(包括角平分线方向角)和内力收敛.基于此算法编制分析程序,通过2~4次迭代即可得到高精度的收敛解,实现滑轮处索力连续性和滑移索总无应力长度恒定的目标.计算示例和工程实例证明了此算法的正确性和高效性.     

一种新型螺旋变形软体驱动器建模方法及应用

软体驱动器的变形方式主要为弯曲、伸缩变形,限制了软体驱动器的灵活性。为了提高软体驱动器的操作灵活性,提出一种新型的螺旋扭转变形软体驱动器。通过拉线驱动软体变形,骨架限制驱动器产生螺旋变形,实现驱动器末端在三维空间中的可控运动。基于常曲率连续软体运动学理论及螺旋扭转变形的几何关系,建立了一种适用于常曲率螺旋变形运动学模型,获取在全局坐标系下驱动器末端的坐标变换矩阵,实现对驱动器位姿的描述。通过仿真和实验数据验证,模型精度大于98%。为螺旋扭转变形驱动器的控制建立精确的运动学模型,为未来基于此软体驱动器的超高灵活性抓手的搭建提供了理论模型基础。     

用双能量法计算椭圆柱形电容器和偏心电缆的电容

应用能量分析法来计算两导体间的电容．双能量法是把整个电磁装置看作一个系统，从 系统处于平衡时的能量有极大值或极小值出发．从而获得系统简单近似的能量分布．这种近似提 供了计算电容准确值的上界和下界值．     

Evaluation of cable tension sensors of FAST reflector from the perspective of EMI

The active reflector of FAST(five-hundred-meter aperture spherical radio telescope) is supported by a ring beam and a cable-net structure,in which nodes are actively controlled to form series of real-time paraboloids.To ensure the security and stability of the supporting structure,tension must be monitored for some typical cables.Considering the stringent requirements in accuracy and longterm stability,magnetic flux sensor,vibrating wire strain gauge and fiber bragg grating strain gauge are screened for the cable tension monitoring of the supporting cable-net.Specifically,receivers of radio telescopes have strict restriction on electro magnetic interference(EMI) or radio frequency interference(RFI).These three types of sensors are evaluated from the view of EMI/RFI.Firstly,these fundamentals are theoretically analyzed.Secondly,typical sensor signals are collected in the time and analyzed in the frequency domain,which shows the characteristic in the frequency domain.Finally,typical sensors are tested in an anechoic chamber to get the EMI levels.Theoretical analysis shows that Fiber Bragg Grating strain gauge itself will not lead to EMI/RFI.According to GJB151 A,frequency domain analysis and test results show that for the vibrating wire strain gauge and magnetic flux sensor themselves,testable EMI/RFI levels are typically below the background noise of the anechoic chamber.FAST finally choses these three sensors as the monitoring sensors of its cable tension.The proposed study is also a reference to the monitoring equipment selection of other radio telescopes and large structures.     

索夹对自锚悬索桥成桥状态影响分析

基于有限单元法(FEMC)比较分析了索夹对自锚悬索桥成桥状态的影响.索夹能够提高中跨主缆的成桥线形,在维持索长不变的情况下,各吊杆的成桥索力会有所增大,若使各吊杆均达到设计成桥索力值,则需增大各吊杆的无应力长度值.基于计入索夹影响的FEMC模型分别讨论了索夹长度、截面面积和惯性矩等参数对结构成桥状态的影响,并且建立了根据索夹长度比和面积比计算得到的主缆中跨跨中控制点成桥高程提升量和吊杆索力平均增量值的简化计算公式.经工程实例验证,提出的索夹模型计算结果与结构实际变形接近.     

空间索形悬索桥吊装施工过程分析方法

以主缆与吊索的下料长度、索夹安装位置为联系,构建吊索下端力矩阵,并建立各个施工阶段临时体系相互独立的平衡方程.分别采用考虑重力的多段二力杆、分段三维悬链线来分析空间索的双向垂度特征,并提出了2种主梁吊装过程的解析解.利用数值迭代法,实现不依赖于前行施工阶段,独立求解任一工况的物理状态.算例分析表明,该方法对施工状态的实时变动能迅速作出响应,适合施工过程的实时监控与技术决策分析.     

风力发电电气施工应注意的问题

在风电电气工程中，结合电气施工实践，就施工中出现的问题及预防措施予以提出，以求在今后的施工中得到改进并加以预防，提高电气施工的整体质量。