Seismic response assessment of a stiff structure

Seismic response of a lightly reinforced stiff shear‐wall structure subjected to ground motions grouped as near‐ or far‐field according to their distance to causative faults is investigated. A model structure that had earlier been studied both experimentally and analytically in the context of a co‐ordinated research project is re‐examined. The structure is a five‐storey lightly reinforced shear‐wall model subjected analytically to 55 ground motion records from firm soil sites. Several response parameters are obtained by linear and non‐linear analyses. Additional analyses are performed to ascertain the validity and range of applicability of current approximate displacement‐based analysis procedures. The procedures considered in this study are found to be inadequate in representing the anticipated response of the structure employed here regardless of the type of excitation, so modifications are suggested for improved results. Copyright © 2006 John Wiley & Sons, Ltd.     

1:50000数据库缩编更新技术流程

介绍了1:50 000数据库缩编更新工作流程,着重探讨了1:10 000到1:50 000地形要素缩编更新生产的技术流程。结合关键技术的应用,提出了优化的作业技术流程,对提高数据库缩编更新作业效率能起到事半功倍的作用。     

垂直方向静力适应过程的机理研究

为了研究垂直方向静力适应过程的机理,通过垂直方向静力适应方程组导出适应过程的守恒量、适应终态和解析解,并对解析解进行数值模拟。研究结果表明:适应终态是由初始守恒量和基本场决定。垂直速度解析解是由声波和地面反射的声波组成。随着高度的增加,垂直速度呈现e的负指数衰减。适应时间依赖于初始扰动的强度和空间尺度,扰动值越大,范围越广,适应时间越长。浮力振荡频率值的大小影响适应范围,当浮力振荡频率值减小,静力适应影响范围将更广。     

黑龙江省气象台新一代短期天气预报业务系统

新一代短期天气预报业务系统建立了人机交互工作平台,包括１３个子系统和子功能模块。建立了预报业务技术流程,经过１１个步骤完成一次预报制作。新系统与原来的业务运行机制和作业流程的主要区别是,所有的工作在工作平台上完成,大大提高了业务现代化水平。     

浅议雷击事故调查鉴定规程

探讨了制定雷击事故调查鉴定规程方面的内容。     

黑龙江省产生冰雹的卫星云图特征

为对区域性降雹过程的卫星云图特征进行分析，选取了1995-1998年产生冰雹的卫星云图共20例，进行了逐例分型、分类。对冰雹云的空间尺度、时间尺度、云顶、云体形状、温度梯度等进行了详细的分析和探讨，提出一个黑龙江地区产生冰雹的云图概念模型和冰雹的预报程序。     

雷达资料同化对暴雨预报影响的数值模拟研究

以CAPS研发的最新版ARPS模式为基础,利用其数据同化系统ADAS对南京多普勒雷达资料进行同化,模拟2009年6月5日江苏地区的一次暴雨过程,进行了不同的微物理方案设计以及何时同化雷达资料的敏感性实验研究。研究发现:(1)格距较小且不使用积云对流参数化的情况下,选择warm rain或Schultz微物理过程的模拟结果差别不大,且与实况较为相符,但选择ice微物理方案时,会造成1 h内的降水量突增百倍;(2)在参数一致的情况下,模拟研究时段前3、2、1 h分别同化,可以得到部分主要降水区域;但同化预报的时间越短,降水模拟的中尺度信息越明显,对降水量的控制也越好;(3)依据以上结论,在暴雨发生最初的1 h内进行每6 min一次的时间循环同化,然后积分2 h,可以得到较为精细的云内气象要素场分布,预报的结果与实况最接近。     

十一运会开幕式人工影响天气服务作业决策与实施流程设计

介绍了"十一运会"开幕式期间天气背景和人工消(减)雨作业防线设计,分析了实施区域人工消(减)雨火箭、高炮过量催化作业对监测预报、空域保障、指令下达、发射操作、弹药供给等技术保障要求及对策,明确了人工影响天气应急服务关键时间节点的主要工作内容,介绍了作业决策、作业实施、跨区作业等流程的技术要点和任务要求。经过全运会开幕式前期作业试验和应急服务检验,各项技术流程设计符合人工消(减)雨作业技术要求。     

黑龙江省主要农作物生育指标管理系统

该系统是针对黑龙江省气象局的业务需要而设计的。系统以ＵｃｄｏｓＦｏｘｂａｓｅ＋２１为基础环境来设计和开发。整个系统由４个原始数据库和库管理、服务两大程序模块及添加、删除、修改、查询、统计等数个功能小模块组成。对该系统的设计目的、设计结构、模块框图及实现的功能、效果等进行了阐述     

Seismic performance evaluation of steel arch bridges against major earthquakes. Part 2: simplified verification procedure

The performance‐based philosophy has been accepted as a more reasonable design concept for engineering structures. For this purpose, capacity evaluation and demand prediction procedures for civil engineering structures under earthquake excitations are of great significance. This work presents a displacement‐based seismic performance verification procedure including capacity and seismic demand predictions for steel arch bridges and investigates its applicability. Pushover analyses is employed as a basis in this method to investigate the structure's behaviors. A failure criterion for steel members accounting for the effect of local buckling is involved and an equivalent single‐degree‐of‐freedom (ESDOF) system with a simplified bilinear hysteretic model formulated using pushover analyses results is introduced to estimate the displacement capacity and maximum demand of steel arch bridges under major earthquakes. To check the accuracy of the proposed method, seismic capacities and demands from multi‐degree‐of‐freedom (MDOF) time‐history analyses with Level‐II design earthquake record inputs modeling major earthquakes are used as benchmarks for comparison. By a case study, it is clarified that the proposed prediction procedure can give accurate estimations of displacement capacities and demands of the steel arch bridge in the transverse direction, while insufficient for the longitudinal direction, which confirms the conclusion drawn in other structure types about the applicability of pushover analyses. Copyright © 2004 John Wiley & Sons, Ltd.