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201.
金属因素在激电异常评价中的应用   总被引:2,自引:0,他引:2  
当激电异常较为复杂时,利用ηs(或Fs)这些激电法的基本参数难以对异常源的性质进行合理的解释.通过具体实例,说明应用激电法的二次信息--金属因素解释复杂激电异常的有效性.金属因素能将矿致异常与非矿致异常分离,对异常的定性及定量解释有很好的作用.  相似文献   
202.
针对简单框架式地铁车站结构的抗震特性研究已取得一定成果,但对于结构形式较复杂或多个地下结构间相互作用等问题仍需进一步探究。本文利用现有地震分析方法中的动力时程分析法对两个地下结构间相互作用的影响进行系统对比分析,其中主体结构为三层三跨车站、附属结构为两层三跨车站。主要探讨附属结构与主体结构间距离的变化、两结构间连接形式对场地土以及主体结构地震响应特性的影响,分析比较场地土变形、主体结构变形、层间位移角以及内力在不同工况下的地震响应特性。结果表明:相邻地下结构与土相互作用形式较独立结构与土相互作用形式对场地土影响更加明显;当附属结构与主体结构间距离超过两倍结构宽度,附属结构对主体结构周围场地变形影响效应可基本忽略;同样当附属结构与主体结构间距离超过两倍的结构宽度,附属结构对主体结构的变形、内力基本已无影响,因此地震情况下相邻结构间相互作用影响范围基本为两倍结构宽度。与此同时,附属结构的存在对于主体结构抗震特性是不利的,不同连接形式中单层通道连接的形式变形以及内力方面均小于双层通道连接形式。  相似文献   
203.
Pulsatory characteristics of wind velocity in sand flow over Gobi and mobile sand surface have been investigated experimentally in the wind tunnel. The primary goal of this paper is to reveal the relation- ship between pulsatory characteristics of instantaneous wind speed in sand flow and the motion state of sand grains. For a given underlying surface, pulsation of wind velocities in sand flow on different heights has a good correlation. As the space distance among different heights increases, fluctuation of instantaneous wind speed presents a decreasing trend and its amplitude is closely related to the mo- tion state of sand grains and their transport. Pulsatory intensity increases with the indicated wind speed, but its relative value does not depend on it, only agrees with height.  相似文献   
204.
We attempt to throw light upon the poorly known astronomical dynasty of Knorre and describe its contribution to astronomy. The founder of the dynasty, Ernst Christoph Friedrich Knorre (1759–1810), was born in Germany in 1759, and since 1802 he was a Professor of Mathematics at the Tartu University, and observer at its temporary observatory. He determined the first coordinates of Tartu by stellar observations. Karl Friedrich Knorre (1801–1883) was the first director of the Naval Observatory in Nikolaev since the age of 20, provided the Black Sea navy with accurate time and charts, trained mariners in astronomical navigation, and certified navigation equipment. He compiled star maps and catalogues, and determined positions of comets and planets. He also participated in Bessel's project of the Academic Star Charts, and was responsible for Hora 4, published by the Berlin Academy of Sciences. This sheet permitted to discover two minor planets, Astraea and Flora. Viktor Knorre (1840–1919) was born in Nikolaev. In 1862 he left for Berlin to study astronomy. After defending his thesis for a doctor's degree, he went to Pulkovo as an astronomical calculator in 1867. Since 1873 Viktor worked as an observer of the Berlin Observatory Fraunhofer refractor. His main research focussed on minor planets, comets and binary stars. He discovered the minor planets Koronis, Oenone, Hypatia and Penthesilea. Viktor Knorre also worked on improving astronomical instrumentation, e.g. the Knorre & Heele equatorial telescope mounting (© 2009 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim)  相似文献   
205.
This paper presents a new way of selecting real input ground motions for seismic design and analysis of structures based on a comprehensive method for estimating the damage potential of ground motions, which takes into consideration of various ground motion parameters and structural seismic damage criteria in terms of strength, deformation, hysteretic energy and dual damage of Park & Ang damage index. The proposed comprehensive method fully involves the effects of the intensity, frequency content and duration of ground motions and the dynamic characteristics of structures. Then, the concept of the most unfavourable real seismic design ground motion is introduced. Based on the concept, the most unfavourable real seismic design ground motions for rock, stiff soil, medium soil and soft soil site conditions are selected in terms of three typical period ranges of structures. The selected real strong motion records are suitable for seismic analysis of important structures whose failure or collapse will be avoided at a higher level of confidence during the strong earthquake, as they can cause the greatest damage to structures and thereby result in the highest damage potential from an extended real ground motion database for a given site. In addition, this paper also presents the real input design ground motions with medium damage potential, which can be used for the seismic analysis of structures located at the area with low and moderate seismicity. The most unfavourable real seismic design ground motions are verified by analysing the seismic response of structures. It is concluded that the most unfavourable real seismic design ground motion approach can select the real ground motions that can result in the highest damage potential for a given structure and site condition, and the real ground motions can be mainly used for structures whose failure or collapse will be avoided at a higher level of confidence during the strong earthquake. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   
206.
测震仪器健康状态数据交换平台的设计与实现   总被引:4,自引:0,他引:4  
介绍了测震仪器健康状态数据交换软件平台的设计与实现.在软件开发过程中,主要使用了TCP/IP Socket编程、并发程序设计和JMS消息机制等关键技术,实现了与多种地震数据采集器的并发式网络通信以及健康状态数据的接收和交换.开源的消息中间件ActiveMQ作为统一交换平台,为仪器健康状态的交换共享提供了统一的数据接口,便于实现系统与新业务的无缝集成,提高了系统的弹性和可扩展性.利用本系统的框架模式开发的测震台站远程监视系统在河北测震台网得到了成功的应用,其功能和性能均达到了设计预期效果.  相似文献   
207.
为了能够精确地测量海底表层沉积物的声学参数, 自主研制了一种新型海底沉积物声学原位测量系统, 与国内外传统的声学原位测量系统相比, 该系统能够实时显示声波波形, 调整测量参数, 其工作方式除了站位式测量之外, 还实现了拖行式连续测量, 极大地提高了工作效率.根据前期海试情况, 对海底仪器结构进行了重新设计, 使之可以同时测量海底沉积物及海底海水的声学参数, 同时建立了双向数字信道, 解决了测量过程中系统信号的干扰问题.该系统的结构分为两部分:甲板控制单元和水下测量单元, 整套系统通过主机控制程序进行控制, 采用GPS定位系统测定仪器的大地坐标.为了检验系统的稳定性及准确性, 分别进行了实验室水槽实验和海上试验.利用水声测量设备对测量系统进行实验室水槽标定分析, 实验结果表明系统测量值相对误差仅为0.04%, 测量结果具有较高的精度.海上试验在青岛胶州湾和东海海域进行, 获得了试验区域海底沉积物声速和声衰减系数的测量数据, 将测量数据与他人的研究结果进行对比分析, 结果表明测量数据与前人研究结果一致, 较为准确.该原位测量系统在站位式测量和拖行式测量中都能够快速准确地测量出沉积物声速和声衰减系数, 可以作为海底底质声学测量的调查设备.  相似文献   
208.
超声波测风仪设计中几个问题的探讨   总被引:2,自引:0,他引:2  
通过比较Gill仪器的Winsonic 2D测风仪和螺旋浆式风速风向计05103L的实测效果,分析了超声波测风仪测风的特点.进而分析了几种超声波测风的检测机理、系统组成和设计的注意事项;同时探讨了如何解决超声波测风仪目前使用中存在的一些问题(如:全天候使用、环境影响补偿等).最后讨论了超声波的传输特性和大气中的杂质对风速、风向测量的影响.  相似文献   
209.
The 1960-1991 monthly mean FSU (Florida State University)wind stress data aredecomposed into a vortical and a divergent component with each of which to force the model oceanin the context of a two-layer tropical Pacific model.Evidence suggests that for the seasonalvariation the ocean forcing does not produce a realistic cold tongue using either of the componentsand the tongue will not be effectively improved in its intensity and pattern even if the componentsare doubled or halved:the utilization of climatic mean wind stress(no decomposition is done of thewind stress)that contains its seasonal variation will lead to a realistic SST distribution on which isimposed,separately,the interannual anomalies of each of the components so as to get the SSTApattern:under the action of the interannual anomaly of the vortical(divergent)component therearises qnite intense SSTA oscillation marked by noticeable ENSO periods(feeble SSTA withhigher oscillation frequency for obscure ENSO periods),thereby illustrating that the roles of thetwo components differ from each other in the genesis of SST variation on a seasonal and aninterannual basis such that a realistic cold tongue pattern follows under the joint effects on themodel ocean of the two components of wind stress while rational E1 Nino/La Nina phenomenaresult under the forcing of an anomalous wind stress vortical component.Moreover,the divergentcomponent is innegligible in generating a mean climatic condition of the ocean sector but of lessimportance compared to the vortical component in ENSO development.  相似文献   
210.
确定先期固结压力的数学模型法   总被引:3,自引:3,他引:3  
地基土的先期固结压力是判断土体应力历史的一个指标。在不同应力历史状况的土体变形分析中它也是一个重要的计算参数。因此,方便、准确地确定先期固结压力就显得尤为重要。依据理论研究和试验分析,提出了一种新的确定方法:数学模型法。润扬大桥土样试验的结果证明了此法的可行性。  相似文献   
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