基于MIDAS的某带端部转换剪力墙结构的抗震性能分析

文章以某高层剪力墙结构带端部转换为例,采用有限元软件MIDAS/Building进行多遇地震下的弹性计算、罕遇地震下的弹塑性分析及楼板应力分析,对托墙转换构件采用小震、中震弹性双控设计,对结构整体及构件的抗震性能进行评估。计算结果表明,通过加强措施后,结构布置合理,无明显刚度薄弱层和过大扭转位移比,结构具有良好的屈服机制。     

基于车载三维激光扫描结果的桥面变形分析

车载三维激光扫描技术能够直接对目标结构表面进行三维量测,并采用三维阵列点云的方式来生成结构物表面的三维形态和记录点位坐标,打破了传统的桥梁变形监测方法仅有数个独立点的局限性,扩大了桥面变形监测范围,提高了结构物的观测精度,并能快速、完整的进行量测。本文将车载三维激光扫描技术引入到桥梁变形监测中,基于全长331.2m的预应力混凝土连续-刚构桥为背景,采用三维激光扫描技术对其温度变形进行探索。在监测环境温差20℃范围内,对其进行多次桥面几何形态数据采集,并对采集的数据进行处理。对基于车载三维激光扫描点云数据的NURBS(Non-Uniform Rational B-Splines)曲面提出了一种新的变形测量方法,得到整个桥面的变形测量结果,再与采用有限元分析软件MIDAS CIVIL建模得到的各温差下理论变形数据进行对比,发现基于NURBS曲面的分析处理方法获得的变形测量值具有良好的精度和可靠性,并能够获取桥梁点-线-面的整体变形监测结果,与单点变形监测相比,弥补了其缺乏线性变形及整体变形特征的不足,有较好的工程应用前景。     

索力调整中影响矩阵在MIDAS/CIVIL中的实现

本文以一座提篮式系杆拱桥为工程背景研究索力调整中影响矩阵在桥梁专业软件中的实现方法。采用桥梁专用有限元软件MIDAS/CIVIL建立全桥空间模型,模型中索单元用桁架单元模拟,详细列出了索力调整中影响矩阵求解过程。该方法快捷、方便,并且满足精度要求,对实际工程中的索力调整具有现实指导意义。     

实验室器材管理系统的设计与实现

针对实验室中器材设备繁复琐碎的特点,为使繁琐的管理工作简单化,应用C++Builder6的多层数据库技术,采用ACCESS数据库,设计并实现用计算机进行实验室的器材管理.     

基于组件技术的多层分布式应用服务

为在Internet/Intranet平台上实现分布式企业级复杂计算、解决服务器的负载平衡、可伸缩性、可靠性和安全性等问题,研究了多层分布式应用服务的体系结构、工作原理、组件层次和通信协议的选择策略,并介绍了Delphi中用于实现这种服务的组件.     

电子商务货物配送系统解决方案与实现

根据电子商务货物配送系统的实现目标和功能，提出了规模可变的多层分布式应用解决方案，分析了电子商务货物配送系统的业务流程，并以出库管理模块为例说明多层分布式结构的实现方法。     

Oil financialization and volatility forecast: Evidence from multidimensional predictors

Using the generalized dynamic factor model, this study constructs three predictors of crude oil price volatility: a fundamental (physical) predictor, a financial predictor, and a macroeconomic uncertainty predictor. Moreover, an event‐triggered predictor is constructed using data extracted from Google Trends. We construct GARCH‐MIDAS (generalized autoregressive conditional heteroskedasticity–mixed‐data sampling) models combining realized volatility with the predictors to predict oil price volatility at different forecasting horizons. We then identify the predictive power of the realized volatility and the predictors by the model confidence set (MCS) test. The findings show that, among the four indexes, the financial predictor has the most predictive power for crude oil volatility, which provides strong evidence that financialization has been the key determinant of crude oil price behavior since the 2008 global financial crisis. In addition, the fundamental predictor, followed by the financial predictor, effectively forecasts crude oil price volatility in the long‐run forecasting horizons. Our findings indicate that the different predictors can provide distinct predictive information at the different horizons given the specific market situation. These findings have useful implications for market traders in terms of managing crude oil price risk.     

A new genus of Cletodidae (Copepoda; Harpacticoida) from the Bohai Sea,China

Neoacrenhydrosoma zhangi gen. et sp. nov. is described from specimens recovered from muddy sediments in the shallow waters of the Bohai Sea. On the basis of the structure of the mouthparts, P5 of both sexes and the female genital field, it is suggested that the taxon is related to the Acrenhydrosoma-complex within the Cletodidae. It differs from other known genera in the structure of the exopod in P2–P4 which is two-segmented as a result of the failure to separate the proximal two segments of a three-segmented ramus; and the P5 in as much as the mucroniform process incorporates the exopod, as well as the endopodal lobe of the baseoendopod.     

集成DCOM和CORBA的应用服务器设计与实现

采用Inprise的MIDAS技术，设计并实现了一个集成DCOM／CORBA的数据库应用程序服务器，能同时支持DCOM／CORBA用户对后台数据库的访问，并构造了DCOM和CORBA客户应用程序与其进行交互测试．该集成提供的这种新思路能充分利用Windows平台上丰富的软件资源和CORBA畀种平台的易通讯性．     

埋入式双排桩在土质滑坡治理工程中的应用

埋入式双排桩由于具有整体刚度大、抗侧移刚度大及抗滑能力强且受力合理等优点,因而被广泛应用在深基坑支护与大型滑坡治理工程中.以某土质滑坡为例,利用MIDAS/GTS分别对未治理的土质滑坡和采用埋入式双排桩支护后的土质滑坡进行数值模拟分析,从坡体稳定安全系数、坡体位移变形及剪应变三个方面进行了对比分析.研究表明:采用埋入式双排桩对该滑坡进行治理后,坡体的稳定安全系数由1.087 5提高到1.487 5,边坡达到稳定状态.同时坡体的大位移变形区域和最大位移量也有大幅度减小、剪应变带明显消失且剪应变大小得到有效控制,边坡治理效果明显.