用PCI中断实现射电望远镜跟踪的方法     

王锦清  范庆元 《天文学进展》2006,24(2):160-166

讨论运用PCI 9054(美国PLX公司生产的接口芯片)作为接口芯片的PCI(Peripheral Component Interconnect)板卡的软硬件设计,以实现天线跟踪的两个时间同步中断。利用标准秒信号中断作为系统时钟同步信号,并同步产生时间间隔为20ms(或40、50ms,可选)的中断信号,来处理天线跟踪指令输出。中断信号通过PCI中断口INTA#接入计算机,在驱动中识别不同的中断信号,并在应用程序响应中断处理后,命令ACU(Antenna Control Unit)机,实现射电天文望远镜的同步跟踪。其控制过程分3部分阐述:硬件设计、驱动程序设计、安装及应用;着重讨论了前两者的设计方法及思路。  相似文献   

Multi‐objective optimal design of FLC driven hybrid mass damper for seismically excited structures     

A. S. Ahlawat  A. Ramaswamy 《地震工程与结构动力学》2002,31(7):1459-1479

Structural vibration control using active or passive control strategy is a viable technology for enhancing structural functionality and safety against natural hazards such as strong earthquakes and high wind gusts. Both the active and passive control systems have their limitations. The passive control system has limited capability to control the structural response whereas the active control system depends on external power. The power requirement for active control of civil engineering structures is usually quite high. Thus, a hybrid control system is a viable solution to alleviate some of the limitations. In this paper a multi‐objective optimal design of a hybrid control system for seismically excited building structures has been proposed. A tuned mass damper (TMD) and an active mass driver (AMD) have been used as the passive and active control components of the hybrid control system, respectively. A fuzzy logic controller (FLC) has been used to drive the AMD as the FLC has inherent robustness and ability to handle the non‐linearities and uncertainties. The genetic algorithm has been used for the optimization of the control system. Peak acceleration and displacement responses non‐dimensionalized with respect to the uncontrolled peak acceleration and displacement responses, respectively, have been used as the two objectives of the multi‐objective optimization problem. The proposed design approach for an optimum hybrid mass damper (HMD) system, driven by FLC has been demonstrated with the help of a numerical example. It is shown that the optimum values of the design parameters of the hybrid control system can be determined without specifying the modes to be controlled. The proposed FLC driven HMD has been found to be very effective for vibration control of seismically excited buildings in comparison with the available results for the same example structure but with a different optimal absorber. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Seismic structural control using an electric servomotor active mass driver system     

Chien‐Liang Lee  Yen‐Po Wang 《地震工程与结构动力学》2004,33(6):737-754

This study investigates an electric‐type active mass driver (AMD) system for structural vibration control. Composed primarily of an electric servomotor and a ball screw, the electrical AMD system is free from noise problems, oil leakage, and labor‐intensive maintenance that commonly are associated with hydraulic AMD systems. The desired stroke amplification of the mass and the power demand of the servomotor can be adjusted via the ball screw pitch, which in turn affects the effectiveness and efficiency of the system. Meanwhile, an instantaneous optimal direct output feedback control algorithm is adopted. Numerical simulation is performed using a five‐story steel frame as the object structure under the conditions of the 1940 El Centro earthquake. The AMD system proves to be effective and efficient within a certain range of the ball screw pitch. The reductions of the peak responses can reach as high as 70% if properly designed. Requiring only the velocity measurement of the top floor for on‐line feedback control, the proposed control algorithm is recommended for practical implementation. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Probabilistic approach for active control of structures: experimental verification     

Jae‐Seung Hwang  Kyung‐Won Min  Sang‐Hyun Lee  Hongjin Kim 《地震工程与结构动力学》2005,34(3):207-225

In our previous study (Earthquake Engineering and Structural Dynamics 2003; 32 :2301), we have developed a probabilistic algorithm for active control of structures. In the probabilistic control algorithm, the control force is determined by the probability that the structural energy exceeds a specified target critical energy, and the direction of a control force is determined by the Lyapunov controller design method. In this paper, an experimental verification of the proposed probabilistic control algorithm is presented. A three‐story test structure equipped with an active mass driver (AMD) has been used. The effectiveness of the control algorithm has been examined by exciting the test structure using a sinusoidal signal, a scaled El Centro earthquake and a broadband Gaussian white noise; and, especially, experiments on control have been performed under different conditions to that of system identification in order to prove the stability and robustness of the proposed control algorithm. The experimental results indicate that the probabilistic control algorithm can achieve a significant response reduction under various types of ground excitations even when the modeling error exists. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

基于OGR的勘测定界坐标数据格式转换方法研究     

周辉  李青元  郭淑芬 《测绘与空间地理信息》2016,(10)

勘测定界界址点坐标交换文件是国土资源管理工作中时常用到的一种空间数据格式,具有一般文本文件易读易改的特性,但缺少专业GIS软件应用支持,需要转换为通用的GIS数据格式才能进行更广泛的应用。为尽可能简化操作难度和降低软件购置成本,本文从底层开发的角度思考,基于OGR开源类库的运行机制总结了数据转换的技术流程,在VC++环境下开发了简单易用的数据转换工具,实现了自动转换为Shapefile文件的目标,对其他格式的GIS数据转换方法研究具有一定的借鉴意义。  相似文献   

CINRAD/SA(B)发射机激励放大器芯片级故障诊断流程     

潘新民  白水成  崔炳俭 《气象与环境科学》2017,40(3):119-124

激励放大器是发射机射频放大链电路前级功率放大器,对雷达探测资料可靠性具有重要作用。研究芯片级故障诊断流程,一方面可以解决台站技术保障人员无法故障定位到芯片级的技术难题;另一方面,芯片级故障维修可达到大大降低维修成本的目的。雷达故障一般分为参数调整不当导致性能下降故障和器件损坏造成参数异常故障。为此,通过总结出CINRAD/SA(B)发射机激励放大器信号流程、故障树图集,在依据同步信号时序关系及关键点波形参数基础上,研究出规范化的激励放大器调试技术和方法,以及激励放大器芯片级故障诊断定位流程,并列举了依据激励放大器芯片级故障诊断定位流程,修复激励放大器集成块N8损坏,导致+8 V电源不正常,造成激励放大器无功率输出,以及激励放大器的第二级功放模块故障导致激励放大器输出功率低的两个故障的典型个例,以检验维修效果。实际应用结果表明:芯片级激励放大器故障诊断定位流程可以快速定位发射机激励放大器故障点到故障器件,方法简洁、思路清晰、操作规范,基层雷达站技术人员容易掌握;激励放大器调试技术和方法,能解决激励放大器参数调整不当导致激励放大器性能下降故障,可有效提高新一代天气雷达技术保障水平。  相似文献   

Mesocosm experiments identifying hotspots of groundwater upwelling in a water column by fibre optic distributed temperature sensing          下载免费PDF全文

Amaya Irene Marruedo Arricibita  Stefan Krause  Jesus Gomez‐Velez  David M. Hannah  Jörg Lewandowski 《水文研究》2018,32(2):185-199

Lacustrine groundwater discharge (LGD) can substantially impact ecosystem characteristics and functions. Fibre optic distributed temperature sensing (FO‐DTS) has been successfully used to locate groundwater discharge into lakes and rivers at the sediment–water interface, but locating groundwater discharge would be easier if it could be detected from the more accessible water surface. So far, it is not clear if how and under which conditions the LGD signal propagates through the water column to the water surface–atmosphere interface, and what perturbations and signal losses occur along this pathway. In the present study, LGD was simulated in a mesocosm experiment. Under winter conditions, water with temperatures of 14 to 16 °C was discharged at the bottom of a 10 × 2.8‐m mesocosm. Water within this mesocosm ranged from 4.0 to 7.4 °C. Four layers (20, 40, 60, and 80 cm above the sediment) of the 82 cm deep mesocosm were equipped with FO‐DTS for tracing thermal patterns in the mesocosm. Aims are (a) to test whether the positive buoyancy of relatively warm groundwater imported by LGD into shallow water bodies allows detection of LGD at the lake's water surface–atmosphere interface by FO‐DTS, (b) to analyse the propagation of the temperature signal from the sediment‐water interface through the water column, and (c) to learn more about detectability of the signal under different discharge rates and weather conditions. The experiments supported the benchmarking of scale dependencies and robustness of FO‐DTS applications for measuring upwelling into aquatic environments and revealed that weather conditions can have important impacts on the detection of upwelling at water surface–atmosphere interfaces at larger scales.  相似文献   

A simple strategy for dynamic substructuring: I. Concept and development          下载免费PDF全文

Aikaterini Stefanaki  M. V. Sivaselvan 《地震工程与结构动力学》2018,47(9):1801-1822

Dynamic substructuring refers to physical testing with computational models in the loop. This paper presents a new strategy for such testing. The key feature of this strategy is that it decouples the substructuring controller from the physical subsystem. Unlike conventional approaches, it does not explicitly include a tracking controller. Consequently, the design and implementation of the substructuring controls are greatly simplified. This paper motivates the strategy and discusses the main concept along with details of the substructuring control design. The focus is on configurations that use shake tables and active mass drivers. An extensive experimental assessment of the new strategy is presented in a companion paper, where the influence of various factors such as virtual subsystem dynamics, control gains, and nonlinearities is investigated, and it is shown that robustly stable and accurate substructuring is achieved.  相似文献   

基于CPLD的石英水平摆倾斜仪CCD驱动设计     

占伟伟  卢海燕  蔡莉  王秀  杨振宇 《地震地磁观测与研究》2014,35(5):253-257

针对SQ-70D型石英水平摆倾斜仪光电转换器在实际使用中存在的驱动频率低、电路结构复杂不易调试等问题,研究基于CPLD的CCD驱动时序生成方法.仿真和测试结果表明,采用CPLD设计的驱动电路结构简单,稳定性高,能够满足TCD1500c典型工作频率的要求.同时,设置积分时间控制变量QINT,可以根据实际光照强度对CCD光积分时间进行灵活调整,提高仪器的环境适应性.  相似文献   

乌兰布和沙漠晚第四纪以来环境演化研究进展     

王娜  春喜 《中国沙漠》2022,42(1):175-183

乌兰布和沙漠晚第四纪以来环境演化呈现湖泊与沙漠多次反复的更替模式,湖相层与松散风成砂层迭覆出现.湖泊发育时间段为120-90 ka、60-50 ka、40-20 ka和8-5.5 ka;沙漠扩展时间段为150-130 ka、90-60 ka、50-40 ka、20-10 ka和5.5 ka--近现代时期.由于时空尺度差...  相似文献