风云气象卫星与潜在国际移动通信系统基站共用1695~1710 MHz频段频谱兼容性分析

1695~1710 MHz频段是我国静止轨道和太阳同步轨道风云气象卫星广泛使用的空对地方向数据传输频段。2015年世界无线电大会(WRC-15)把这一频段作为国际移动通信系统(IMT)在全球范围内寻求新频谱划分的候选频段。为了保护气象卫星的频谱资源不受到潜在的IMT系统干扰,并探知风云气象卫星和IMT系统基站的同频共用情况,本文结合IMT基站和风云气象卫星数据接收站的链路参数,建立干扰模型,分别仿真分析了IMT基站对FY-3号气象卫星和FY-4号气象卫星数据接收的干扰情况。在我国城市和郊区布设了大量的国际级和省级气象卫星用户接收站的情况下,研究结果表明IMT基站和风云气象卫星接收站间距离很难满足隔离距离的要求,因此不建议IMT基站和气象卫星共用1695~1710 MHz频段。     

海洋划界法理与领海基点信息系统建立

以研究《联合国海洋法公约》及相关法律文书为出发点,探讨海洋划界理论与技术,分析我国领海现状,在此基础上提出领海基点信息管理与应用,建立领海基点信息数据库,进而实际制作领海基点信息系统。     

《测量学》教学实习的改革与实践

介绍了９５年至今我们对土建类专业测量教学实习的改革措施和积累的经验,它对相关专业的测量教学实习有一定的参考意义。     

基于GIS的四射珊瑚分类信息系统

古生物学是一门古老的学科,在长期的研究中积累了大量的资料,如何充分利用这些宝贵 的资料,是人们关注的热点。计算机技术的发展,特别是近年来ＧＩＳ在各学科的应用,为古生物学研究提供了新的方法,为长期以来所积累的大量数据的分析与再利用提供了有效的研究手段。     

变刚度钢管混凝土短柱隔震装置的性能研究

本文对变刚度钢管混土短柱震的滞回收性进行了理论分析和试验验证。对装置的隔震作用以及耗能特性进行了讨论通过低周反复荷载试验,证了分析的正确性。同时,试验还证明,变刚度钢管混凝土短柱震装置能很好的地耗散能量,从而减小地震反应,作者认为,该是一种价格性能比较优越的隔震装置,在工程实践中将有广阔的应用与推广前景。     

表面矩形基础阻抗函数的集中参数模型

本文在系统地研究了Ｗｏｌｆ二阶集中参数模型的基础上,完整地给出了表面刚性矩形基础阻抗函数的集中参数模型,同以往的工作相比,本文给出的集中参数模型能在更宽的频段上反映精确解的变化。     

钻井液技术展望

介绍了水基钻井液,油基钻井液和合成基钻井液的特点及发展趋势。     

《长春市城市总体规划》图集的编辑制作

简要阐述了用MapGIS、CoreIDRAW两种软件结合制作《长春市城市总体规划》图集的设计、编制方法,采用图层模式有效管理地图集的数据．根据实践得出了一些经验和技巧。     

Vibration of vertical rectangular plate in contact with water on one side

In this paper, the vibratory characteristics of a rectangular plate in contact with water on one side are studied. The elastic plate is considered to be a part of a vertical rectangular rigid wall in contact with water, the edges of which are elastically restrained and parallel to those of the rigid wall. The location and size of the plate on the rigid wall may vary arbitrarily. The water with a free surface is in a rectangular domain infinite in the length direction. The effects of free surface waves, compressibility of the water and the hydrostatic water pressure are neglected in the analysis. An analytical‐Ritz method is developed to analyse the interaction of the plate–water system. First of all, by using the method of separation of variables and the method of Fourier series expansion, the exact expression of the motion of water is derived in the form of integral equations including the dynamic deformation of the plate. Then the Rayleigh–Ritz approach is used to derive the eigenfrequency equation of the system via the variational principle of energy. By selecting beam vibrating functions as the admissible functions of the plate, the added virtual mass incremental (AVMI) matrices for plate vibration are obtained. The convergency studies are carried out. The effects of some parameters such as the depth and width of water, the support stiffnesses, location and aspect ratio of the plate and the plate–water size and density ratios on the eigenfrequencies of the plate–water system are investigated. Several numerical examples are given. The validity of AVMI factor approach is also confirmed by comparing the AVMI factor solutions with the analytical‐Ritz solutions. The results show that the approach presented here can also be used as excellent approximate solutions for rectangular plates in contact with water of infinite width and/or infinite depth. Copyright © 2000 John Wiley & Sons, Ltd.     

Optimal design of a base isolated system for a high‐rise steel structure

In a previous study (Kaplan H, Seireg A., Int. J. Comput. Appl. Technol., 2000; 13 (1/2): 25–41), the authors proposed a base isolation system for earthquake protection of structures.The system incorporates spherical supports for the base, a specially designed spring‐cam system to keep the base rigidly supported under normal conditions and to allow it to move for the duration of the earthquake under the constraint of a spring with optimized stiffness characteristics. A single‐degree‐of‐freedom structure was considered to investigate the feasibility of the concept. The simulation of the system response shows a 20 times reduction of the transmitted force as a result of using the proposed design in the considered case. This paper extends the previous study to the case of a 40‐storey steel structure subjected to the Taft as well as El Centro earthquakes. A 7.5 and 6 times reduction of the maximum transmitted force was achieved for the considered disturbances, respectively, without any adverse effects due to the tilting moment which is inherent in this type of base isolation. Copyright © 2001 John Wiley & Sons, Ltd.