Accurate real‐time hybrid earthquake simulations on large‐scale MDOF steel structure with nonlinear viscous dampers          下载免费PDF全文

Baiping Dong  Richard Sause  James M. Ricles 《地震工程与结构动力学》2015,44(12):2035-2055

This paper presents real‐time hybrid earthquake simulation (RTHS) on a large‐scale steel structure with nonlinear viscous dampers. The test structure includes a three‐story, single‐bay moment‐resisting frame (MRF), a three‐story, single‐bay frame with a nonlinear viscous damper and associated bracing in each story (called damped braced frame (DBF)), and gravity load system with associated seismic mass and gravity loads. To achieve the accurate RTHS results presented in this paper, several factors were considered comprehensively: (1) different arrangements of substructures for the RTHS; (2) dynamic characteristics of the test setup; (3) accurate integration of the equations of motion; (4) continuous movement of the servo‐controlled hydraulic actuators; (5) appropriate feedback signals to control the RTHS; and (6) adaptive compensation for potential control errors. Unlike most previous RTHS studies, where the actuator stroke was used as the feedback to control the RTHS, the present study uses the measured displacements of the experimental substructure as the feedback for the RTHS, to enable accurate displacements to be imposed on the experimental substructure. This improvement in approach was needed because of compliance and other dynamic characteristics of the test setup, which will be present in most large‐scale RTHS. RTHS with ground motions at the design basis earthquake and maximum considered earthquake levels were successfully performed, resulting in significant nonlinear response of the test structure, which makes accurate RTHS more challenging. Two phases of RTHS were conducted: in the first phase, the DBF is the experimental substructure, and in the second phase, the DBF together with the MRF is the experimental substructure. The results from the two phases of RTHS are presented and compared with numerical simulation results. An evaluation of the results shows that the RTHS approach used in this study provides a realistic and accurate simulation of the seismic response of a large‐scale structure with rate‐dependent energy dissipating devices. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

卫星钟差采样间隔对高频PPP-ZTD精度的影响     

李黎  李浩军  龙四春  沈军  张立亚 《大地测量与地球动力学》2015,35(1):77-80

高频对流层延迟（ZTD）的提取对于反映水汽含量的高时间分辨率瞬时变化及其在暴雨短临预报中的应用具有重要意义。基于精密单点定位技术（PPP）分析了不同采样间隔的卫星钟差对PPP-ZTD精度的影响。结果表明,卫星钟差的时间间隔小于30 s时,所获得的PPP-ZTD(RMS<4 mm)比5 min间隔的（RMS<6 mm）精度要高;而5 s与30 s采样间隔的卫星钟差所获得的ZTD精度相当。  相似文献   

Real‐time distributed hybrid testing: coupling geographically distributed scientific equipment across the Internet to extend seismic testing capabilities          下载免费PDF全文

Martin S. Williams  Matt S. Dietz  Anthony Blakeborough  Ignacio Lamata Martínez 《地震工程与结构动力学》2014,43(7):1023-1043

Large‐scale testing and qualification of structural systems and their components is crucial for the development of earthquake engineering knowledge and practice. However, laboratory capacity is often limited when attempting larger experiments due to the sheer size of the structures involved. To overcome traditional laboratory capacity limitations, we present a new earthquake engineering testing method: real‐time distributed hybrid testing. Extending current approaches, the technique enables geographically distributed scientific equipment including controllers, dynamic actuators and sensors to be coupled across the Internet in real‐time. As a result, hybrid structural emulations consisting of physical and numerical substructures need no longer be limited to a single laboratory. Larger experiments may distribute substructures across laboratories located in different cities whilst maintaining correct dynamic coupling, required to accurately capture physical rate effects. The various aspects of the distributed testing environment have been considered. In particular, to ensure accurate control across an environment not designed for real‐time testing, new higher level control protocols are introduced acting over an optimised communication system. New large time‐step prediction algorithms are used, capable of overcoming both local actuation and distributed system delays. An overview of the architecture and algorithms developed is presented together with results demonstrating a number of current capabilities. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

成都气象数据库监控系统的设计与实现          下载免费PDF全文

张宇 《高原山地气象研究》2014,34(1):86-89

本文介绍了民航西南地区空中交通管理局气象中心数据库室在长期的设备维护过程中,根据自身的工作经验,设计和实现的气象数据库监控系统。这套系统的设计目的是为了减轻数据库系统维护人员的工作压力,让维护人员能够第一时间发现系统隐患或问题。本系统在VS2008下用C#语言进行实现,并同时结合面向对象的编程理念和采用了多线程技术。   相似文献   

基于可达性分析的高速公路投资空间溢出效应   总被引：1，自引：1，他引：0  

蒋海兵  张文忠  祁毅  周亮 《地理研究》2014,33(1):71-82

基于可达性分析方法,探讨新建交通基础设施投资给邻近地区带来的空间溢出效应及其特征。以2005-2009年江苏省各市新建高速公路为例,通过GIS 空间分析模型、经济潜力指数及情景分析法,得到江苏各市新建高速公路投资建设带来的经济潜力收益值,并在此基础上应用平均溢出效应模型得到区际可达性溢出矩阵,结合各地交通投资与溢出效应货币化模型将区际溢出矩阵货币化,得到区际交通投资矩阵来重新分配各市交通投资成本,以此表示交通投资空间溢出效应。结果显示：可达性溢出效应传递基本上随着到新建高速公路距离增加而衰减,然而各市新建高速公路在邻近地区产生非均衡性的溢出效应,新建高速公路方向、区位以及高速公路网络体系影响了溢出效应强度分布。中间地区交通建设更有助于推动边缘地区可达性水平提高,其交通投资溢出效应普遍比边缘地区规模大,溢出投资占实际投资比重高,区域边缘地区多数为溢出效应的输入地区。  相似文献   

中国数字地震台网的现状和近期发展   总被引：7，自引：0，他引：7       下载免费PDF全文

周公威  张伯明  吴忠良  黄文辉  王红  黎明  贺冬梅  郝春月 《地震学报》2005,27(1):109-116

中国数字地震台网（CDSN）自20世纪80年代建成并投入运行以来, 有力地促进了我国的数字地震学研究, 扩大并加深了我们对地壳、 地球内部构造和地震震源过程的认识, 从而有助于地震预报和减轻地震灾害的研究工作. 随着世界科学技术的发展, 中美双方于1992年~2001年,对CDSN进行了二期技术改造.本文综述了CDSN二期技术改造的目标和技术内容;ldquo;新一代rdquo;CDSN的技术特性和运行状况;基于CDSN二期技术改造建立的CDSN数据通信系统,研发CDSN数字地震实时分析系统的进展.   相似文献   

地形可视化的进展与评述   总被引：1，自引：0，他引：1  

詹发新 《北京测绘》2004,(2):8-11,23

地形可视化由于具有越来越广泛的用途,越来越多地引起了大家的关注。在简要论述科学可视化、地形可视化定义及其研究内容的基础上,着重讨论了当前地形可视化的表达手段、可视化建模与技术、可视化生成工具、实时地形生成等方面的研究现状及存在的问题,最后对可视化的应用前景和发展趋势进行了展望。  相似文献   

网上房地产信息查询系统的设计     

张立亭  聂爱秀  杨伟 《地理空间信息》2004,2(1):20-21,28

针对房地产信息查询的特点,设计了一个具有图形操作功能的查询系统,该系统具有图形操作、房产信息查询、三维显示与漫游等功能,可以较好地为用户提供网上查询服务。  相似文献   

Altimeter Signal-to-Noise for Deep Ocean Processes in Operational Systems     

KIRK R. WHITMER  GREGG A. JACOBS  OLE MARTIN SMEDSTAD 《Marine Geodesy》2013,36(3-4):433-451

The ocean signal for this study is the sea surface height due to the slowly varying (greater than 5-day) ocean processes, which are predominantly the deep ocean mesoscale. These processes are the focus of present assimilation systems for monitoring and predicting ocean circulation due to ocean fronts and eddies and the associated environmental changes that impact real time activities in areas with depths greater than about 200 m. By this definition, signal-to-noise may be estimated directly from altimeter data sets through a crossover point analysis. The RMS variability in crossover differences is due to instrument noise, errors in environmental corrections to the satellite observation, and short time period oceanic variations. The signal-to-noise ratio indicates that shallow areas are typically not well observed due to the high frequency fluctuations. Many deep ocean areas also contain significant high frequency variability such as the subpolar latitudes, which have large atmospheric pressure systems moving through, and these in turn generate large errors in the inverse barometer correction. Understanding the spatial variations of signal to noise is a necessary prerequisite for correct assimilation of the data into operational systems.  相似文献   

Identification of normalization factors for quantitative real-time RT-PCR analysis of gene expression in Pacific abalone Haliotis discus hannai     

邱礽  孙铂光  房沙沙  孙黎  刘晓 《中国海洋湖沼学报》2013,31(2):421-430

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