Implementation of online model updating in hybrid simulation          下载免费PDF全文

M. Javad Hashemi  Armin Masroor  Gilberto Mosqueda 《地震工程与结构动力学》2014,43(3):395-412

Hybrid simulation combines numerical and experimental methods for cost‐effective, large‐scale testing of structures under simulated earthquake loading. Structural system level response can be obtained by expressing the equation of motion for the combined experimental and numerical substructures, and solved using time‐stepping integration similar to pure numerical simulations. It is often assumed that a reliable model exists for the numerical substructures while the experimental substructures correspond to parts of the structure that are difficult to model. A wealth of data becomes available during the simulation from the measured experiment response that can be used to improve upon the numerical models, particularly if a component with similar structural configuration and material properties is being tested and subjected to a comparable load pattern. To take advantage of experimental measurements, a new hybrid test framework is proposed with an updating scheme to update the initial modeling parameters of the numerical model based on the instantaneously‐measured response of the experimental substructures as the test progresses. Numerical simulations are first conducted to evaluate key algorithms for the selection and calibration of modeling parameters that can be updated. The framework is then expanded to conduct actual hybrid simulations of a structural frame model including a physical substructure in the laboratory and a numerical substructure that is updated during the tests. The effectiveness of the proposed framework is demonstrated for a simple frame structure but is extendable to more complex structural behavior and models. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

祁连山中东段地区中小地震震源机制和区域应力场     

荣代潞 《地震地磁观测与研究》2014,(3):1-7

利用哥伦比亚大学 GCMT 目录给出的祁连山中东段地区中强地震震源机制资料,研究较大区域（34°-41°N,100°-106°E）的应力场;利用该地区布设的中法微震数字监测台网多年监测资料和甘肃数字监测台网资料,使用 P 波和 S 波初动及振幅比联合反演方法,反演中小地震震源机制解和发震应力场。结果表明,地区构造应力大致为北东40°-45°水平向压应力;景泰地区主压应力方向约北东45°,绝大多数地震为走滑型。天祝-古浪地区有相当部分的逆断层地震分布,主压应力方向约60°,P 轴仰角在10°左右优势分布,大致为水平应力场。这与大区域构造应力场和断层实际分布基本一致。  相似文献   

基于综合变异系数的地基承载力可靠性分析   总被引：2，自引：0，他引：2  

曹宇春  刘富玲 《岩土力学》2014,35(7):1950-1956

采用一次二阶矩法,考虑岩土参量变异系数的试验及历史数据,提出了基于综合变异系数的地基承载力简化可靠性与风险分析方法。利用提出的简化可靠性与风险分析方法,可在传统确定性分析的基础上,采用合理的变异系数,分别得到与地基承载力有关的可靠度、破坏概率和平均期望损失的最可能值及其变化范围,为提出优化的地基基础设计方案和工程决策奠定基础;相对于土重度和黏聚力,地基承载力可靠度对于内摩擦角的变化更加敏感;设计时可以综合考虑所需的安全系数、可靠度和破坏概率,确定合适的基础宽度或基底面积。当地基土的场地勘察统计结果的变异系数权重逐渐增加时,综合变异系数不断减小,其相应的地基承载力的可靠度逐渐增加,而相应的破坏概率逐渐减少。  相似文献   

宁夏春季首场透雨的气候预测探索   总被引：4，自引：0，他引：4  

李艳春梁旭  纳丽郑广芬  孙银川 《干旱气象》2005,23(4):46-51

利用目前在统计预报中广泛应用的最优子集回归预报法,作宁夏南部山区及银川地区春季首场透雨出现日期的统计预报,给出了具体的预报方程和拟合效果分析。并对近30 a来宁夏南部山区及银川地区首场透雨出现日期的变化特征进行了较详细的分析。研究结果表明:银川地区3月份出现首场透雨的气候概率为23.3%、4月份为20%、5月份为23.3%、6月份为33.3%,出现机会相对较多。30 a来春季首场透雨出现日期:20世纪70年代相对较晚,80年代偏早,90年代介于70、80年代之间。南部山区春季首场透雨出现时间相对比较集中,其中4月份出现的气候概率为53%,其次是5月份和3月份,分别为20%和17%,最小的是6月份,只占10%,从近30 a来的总趋势看,南部山区春季首场透雨出现日期在波动中略有推迟现象。利用最优子集回归预报法对宁夏春季首场透雨出现日期的预测具有理想的拟合效果。  相似文献   

基于三层C/S模式的测量在线数据处理服务     

谢智颖  李清泉  彭军还 《测绘工程》2004,13(1):32-34,46

讨论了测量数据处理软件的在线实现问题;并基于三层C/S模式,探讨了从客户端、中间层到后端数据处理模块的实现方法;最后以三角网平差作为实例,详细说明了用.Java语言实现一个网上测量在线数据处理服务系统的全过程.  相似文献   

T213数值预报产品在2003年宁夏首场透雨天气过程中的应用分析   总被引：1，自引：1，他引：0  

周虎纪晓玲  丁建军 《干旱气象》2004,22(3):32-37

2003年5月5～6日,宁夏出现了入春以来第一场透雨天气过程,本文利用常规天气资料和T213数值预报产品,对此次降水天气过程从主要影响系统和T213数值预报有关物理量预报场等方面进行分析发现,T213对我区降水有很好的预报能力和指示意义,并随着预报时效的缩短,其可信度在不断提高。  相似文献   

Prediction of streamwise flow-induced vibration of a circular cylinder in the first instability range   总被引：1，自引：0，他引：1  

徐万海  余建星  杜杰  成安康  康昊 《中国海洋工程》2012,26(4):555-564

The streamwise flow-induced vibration of a circular cylinder with symmetric vortex shedding in the first instability range is investigated, and a wake oscillator model for the dynamic response prediction is proposed. An approach is applied to calibrate the empirical parameters in the present model; the numerical and experimental results are compared to validate the proposed model. It can be found that the present prediction model is accurate and sufficiently simple to be easily applied in practice.  相似文献   

超大型沉井首次接高受力及变形规律初探   总被引：1，自引：0，他引：1  

朱建民  龚维明  穆保岗  米长江 《岩土力学》2012,33(7):2055-2060

依托马鞍山长江大桥南锚碇沉井的首次接高,对其竖向沉降、隔墙墙底土压力和隔墙底板受力情况进行了监测。结果表明,超大型沉井兼有条形基础的特点和整体工作性能,能够承受较大的竖向变形,与单纯考虑地基承载力相比,更适合于按变形控制接高。沉井接高时普通隔墙下的土压力小于分区隔墙,并且普通隔墙下部土体会先达极限承载力,后续接高产生的荷载转而由分区隔墙（或井壁）来承担。沉井首节混凝土浇筑就已决定了隔墙底板的应力大小和分布情况,后续接高不会再引起大的改变;隔墙底板中间部分受力较小,外围拉应力较大,通过井壁外土体的密实回填可有效降低此部分拉应力。  相似文献   

Assembly and concept of a web-based GIS within the paleolimnological project CONTINENT (Lake Baikal,Russia)     

Birgit Heim  Jens Klump  Hedi Oberhänsli  Nathalie Fagel 《Journal of Paleolimnology》2008,39(4):567-584

Web-based Geographical Information Systems (GIS) are excellent tools within interdisciplinary and multi-national geoscience projects to exchange and visualize project data. The web-based GIS presented in this paper was designed for the paleolimnological project ‘High-resolution CONTINENTal paleoclimate record in Lake Baikal’ (CONTINENT) (Lake Baikal, Siberia, Russia) to allow the interactive handling of spatial data. The GIS database combines project data (core positions, sample positions, thematic maps) with auxiliary spatial data sets that were downloaded from freely available data sources on the world wide web. The reliability of the external data was evaluated and suitable new spatial datasets were processed according to the scientific questions of the project. GIS analysis of the data was used to assist studies on sediment provenance in Lake Baikal, or to help answer questions such as whether the visualization of present-day vegetation distribution and pollen distribution supports the conclusions derived from palynological analyses. The refined geodata are returned back to the scientific community by using online data publication portals. Data were made citeable by assigning persistent identifiers (DOI) and were published through the German National Library for Science and Technology (TIB Hannover, Hannover, Germany).  相似文献   

在线地图集发布与服务系统的设计与实现     

王琨  周启  任福  任东宇  杜清运  鲁月新 《地理信息世界》2017,24(1)

地图集作为反映一个地区或一种领域研究成果的地图集合,是测绘行业的一个重要组成部分,传统地图集编制与发布的成果多为纸质版,制作与发布周期比较长,更新速度慢。该系统对在线地图集发布与服务系统进行开发,有效地缩短了地图集编制时间,提高了地图集编制与发布的效率。在对整个系统进行了完整的设计后,对相关关键技术进行了研究,最后实现了整个系统的开发,并对系统主要功能做出展示。  相似文献