基于“.NET”的华南区域人工增雨效果统计检验共享平台的设计与实现

利用Google Earth二次开发工具API设计了一种基于浏览器/服务器(B/S)模式的人工增雨作业效果检验的动态人工增雨效果检验共享系统。该系统基于“.NET”平台,以C#作为主要开发语言,利用Google Earth二次开发工具API实现了区域级人工增雨作业效果评估的共享,实现了Google Map和火箭作业点、...     

综合气象观测系统业务运行综合评估技术研究

综合气象观测网运行监控系统是我国气象探测设备运行保障的实时业务系统.文章以装备技术保障工程理论为基础,按可靠性、维修性、保障性、业务性、经济性等多个范畴,从装备运行状态、装备性能参数、探测数据质量、通信传输、供应保障、维护维修等方面,提出了针对我国综合气象观测网中各类设备的运行、维护和保障等工作进行综合评估的技术方法,...     

Bi‐directional coupled tuned mass dampers for the seismic response control of two‐way asymmetric‐plan buildings

This paper proposes bi‐directional coupled tuned mass dampers (BiCTMDs) for the seismic response control of two‐way asymmetric‐plan buildings subjected to bi‐directional ground motions. The proposed BiCTMD was developed from the three‐degree‐of‐freedom modal system, which represents the vibration mode of a two‐way asymmetric‐plan building. The performance of the proposed BiCTMD for the seismic response control of elastic two‐way asymmetric‐plan buildings was verified by investigating the reductions of the amplitudes of the associated frequency response functions. In addition, the investigation showed that the proposed BiCTMD is effective in reducing the seismic damage of inelastic asymmetric‐plan buildings. Therefore, the BiCTMD is an effective approach for the seismic response control of both elastic and inelastic two‐way asymmetric‐plan buildings. Copyright © 2010 John Wiley & Sons, Ltd.     

地市级地震局系统地震应急级别启动的讨论

以厦门市为例,从地震烈度衰减规律、当地社情及地市政府与省局政府职责的区别,讨论地市地震局应急预案应急级别启动条件与省局预案的差异和理由.     

人-板耦合动力响应分析

针对大跨度空间结构楼板振动舒适度问题,建立相应的人-板耦合模型,通过理论分析及有限元计算,系统研究了人-板相互作用体系的动力特性.详细分析了板的约束条件、楼板装饰层以及人群荷载密度分布等各种因素对楼板自振特性的影响.以大跨度车站结构为背景,采用人-板耦合体系,进行人行荷载同步、队列、散步等不同方式作用下楼板竖向振动的研...     

Evaluation model of landslide hazards induced by the 2008 Wenchuan earthquake using strong motion data

Landslides induced by the 2008 Wenchuan earthquake in the Longmenshan area were relatively well instrumented,which makes it possible to investigate the landslides using ground motion records.Firstly,this paper analyzes the data from Wenchuan earthquake on both regional and local site scale.The analyses show that the Newmark accumulative displacement calculated from the ground motion recorded in a particular geological hazard zone corresponds to the hazard intensity in that zone;the larger the displacemen...     

Tall building vibration control using a TM‐MR damper assembly: Experimental results and implementation

This paper summarizes the relevant results of the design, construction, testing, and implementation of a nominal 120 kN magnetorheological damper developed to control a free‐plan tall building in Santiago, Chile, equipped with two 160‐ton tuned masses. Cyclic as well as hybrid simulation tests were performed on the prototype damper. Global building responses using measured MR properties showed good correlation with analytical estimations. Also, a proposed physical controller for the MR damper was validated through hybrid and building pull‐back tests. Its performance is essentially equivalent to that of an LQR controller, but the information needed in its implementation is considerably less. Pull‐back tests of 10 cm amplitude were performed on one mass along the flexible edge of the building and its response controlled using the passive and controlled modes of the MR damper. The MR damper was capable of controlling the TM displacements very effectively, as well as the simulated building response for different ground motions and harmonic excitation. Copyright © 2010 John Wiley & Sons, Ltd.     

县(市)绝对地震应急能力评估方法的初步研究

县(市)地震应急能力的高低直接关系到中国整个地震应急工作的成效.从县(市)绝对地震应急能力的内涵分析出发,结合汶川地震灾区县(市)地震应急能力实地调研工作取得的认识,首先初步构建了县(市)绝对地震应急能力指标体系框架;然后以四川省县(市)为例,在遵循科学性、系统优化和可操作性原则的基础上,构建了围绕着1个目标层,设定5...     

震害评估系统中的宏观经济指标的网格化技术及实现

国内当前的地震灾害应急评估系统基础数据库以具有空间面属性的乡镇级行政区为最小统计单元,乡镇人口及各类房屋建筑面积在评估时一般按照行政区面积进行了平均化处理,而未考虑实际人口分布的差异.本文采用前人在人口密度与城乡空间分布及城乡GDP分布之间的统计模型,以及基于宏观经济指标的地震灾害快速评估思路,深入探讨了以乡镇行政区为...     

21个气候模式对东亚夏季环流模拟的评估II:年际变化

利用欧洲中期天气预报中心的ERA40再分析资料, 评估了参与政府间气候变化专门委员会第四次评估报告的21个全球海气耦合模式对东亚地区夏季大气环流年际变率的模拟能力,结果表明：（1）模式对东亚地区不同要素的年际变率模拟能力整体偏弱, 500 hPa高度场的模拟能力总体优于海平面气压场及850 hPa风场;（2）两大环流系统年际变率的模拟结果评估表明：就相关系数而言,副高强度、面积的模拟能力优于印度低压,多数模式能正确模拟出副高1970s后期增强的趋势;就标准差来看,模式对印度低压、印度低压东伸槽模拟效果相对较好;（3）评估三种季风指数的模拟能力结果显示,环流异常指数模拟效果略好,但多数模式都不能模拟出海陆气压差、经向风、环流异常季风指数的年际变化。