学术论文评价工作模式研究

介绍了学术论文评价的通行方法,针对湖北汽车工业学院的实际情况和学科特点,探讨了学术论文评价的工作模式,分析了当前评价工作中存在的问题,探讨性地提出了与实际工作相结合的改进方法。     

城市高架桥抗震性能水准的量化

为实现城市高架桥基于性能的抗震设计,以常规城市高架桥为研究对象,在性能水准(划分为完好、基本完好、轻微破坏、中等破坏和严重破坏)和性能指标(用桥墩顶点的位移延性系数表示破损指标)已经确定的前提下,着重讨论了性能水准的量化过程.具体步骤为:提出各性能水准与桥墩塑性铰区混凝土压应变和钢筋拉应变限值的对应关系;建立各性能水准与桥墩顶点位移和位移延性系数的关系;建立各性能水准与破损指标的量化关系.与已有研究的比较表明,所提出的性能指标合理.     

高温蒸汽管道保温状况评价

利用热流密度法对大庆炼化公司几条蒸汽管线保温现状进行了现场测试，根据测试结果，通过经济效益的对比分析，阐明了保温结构改造的必要性。从分析结果可见，如果按照国标要求进行保温改造，每年可节约能源成本149．94万元，极大提高了企业的经济效益。     

城市快速路交通信息管理及评价分析研究

随着城市建设规模的不断扩大,道路基础设施的建设已经开始由地面转向高空和地下,建设理念也由过去的只重建设,转变为现在的建管并重,管理的重要性日渐突出。针对目前城市中不断兴起的高架道路的管理问题,提出建立一个基于GIS的城市快速路交通信息管理及评价分析系统,并对该系统的功能、系统的设计及实现进行了介绍,以上海市的城市快速路交通信息管理和分析评价系统为例,说明了系统的应用。     

生态公路模糊综合评价理论研究

以《公路建设项目环境影响评价规范》为依据,建立了完善的生态公路环境影响评价指标体系,将定性指标按照有关规则定量化,然后将定量指标转化为百分制分数来量度,最终建立评价模型对生态公路建设项目的环境影响做出定量的评估。提出了基于模糊数学原理的生态公路环境影响模糊综合评价法,并形成了一套对道路全线环境影响定量评价方法理论,其具体过程采用实例加以介绍。     

新一代半潜船装载仪的开发

本文介绍了一种应用于半潜船的装载仪,性与浮态计算、自由纵倾的稳性与浮态计算等功能。使用单位的一致好评。本装载仪具有甲板货建模、计入甲板货的稳经过多年的使用,本装载仪得到了使用者及     

磨损微粒显微形态学特征量化描述体系

对当前限制铁谱分析及故障诊断技术发展和推广的磨粒分析与特征量化描述问题进行了系统、深入的研究。在引入计算机视觉技术的基础上,通过改进通用图像特征描述参数和提出新参数等方法,一共研究了超过100个磨粒参数,通过对现有参数的分析筛选,形成了一套较为完备的磨粒特征描述体系。     

基于三次样条插值的车辆行驶数据分析

采样数据的准确程度直接决定了车辆行驶工况的准确性。采用基于GPS的实时动态车辆行驶数据采集系统,记录了某车辆运行速度、时间、方向等信息,并结合测量误差产生机理,通过分析车辆行驶数据中奇异信号类别及特征,得到无效定位数据、时间错误数据和速度突变数据等3种奇异数据类型。利用三次样条插值算法对奇异数据进行了拟合,修正了车辆行驶数据中奇异信号,修正后的速度时间曲线更符合车辆行驶特征,可真实模拟车辆行驶工况。     

Investigation of the condition and the behavior of a modular floating structure by harnessing monitoring data

In this paper, the condition and the behavior of an installed and operating Modular Floating Structure (MFS) is investigated and assessed by harnessing field monitoring data and using collectively multiple Correlation Coefficients (CCs) between measured quantities. The examined MFS consists of five pairs of interconnected floating concrete modules and it functions as a floating breakwater. The field monitoring data are acquired through a sensor network deployed on one pair of modules (connected through two groups of connectors) of the MFS. A methodological data processing framework for data organization, manipulation and post-processing is developed and presented. This framework enables the quantification of the structure's condition at different time periods through the calculation of CCs: (a) between the incident wave height and the tensions of the mooring lines and (b) between the tensions of the mooring lines, considering various wave directions. Recorded data at three characteristic time periods during the structure's lifetime are used, namely: (i) before any failure (structure's initial condition), (ii) after the failure of the first connectors' group and (iii) after the failure of the second connectors' group. The data processing framework developed in the present paper is applied to the above recorded data in order to calculate CCs and, therefore, quantify the structure's condition, at the three aforementioned time periods. The quantification of the structure's initial condition resulted to conclusions that were consistent from a physical point of view with the most recently documented, available in-situ mapping of the mooring lines' configuration in the horizontal plane. By considering the structure's initial condition as a reference base for comparison, the effect of the connectors' failure on the CCs, used to quantify this condition, was also investigated and efficiently assessed. Specifically, the significant changes observed in the variation patterns of all examined CCs, when compared with their respective patterns corresponding to the structure's initial condition, demonstrated and confirmed the existence of significant reformation of the examined structural system resulting from the connectors' failure. In this way, the effectiveness of the joint utilization of CCs to assess the structure's condition was proved.     

自升式钻井平台钻台结构强度研究

钻井包作为钻井平台的核心之一,设计中对其主要结构钻台的强度分析显得尤为重要。本文利用了有限元法,结合平台钻井工艺要求,综合考虑所有作业及环境载荷,对某400英尺自升式钻井平台在各作业工况下的钻台结构强度进行了计算分析,获得了钻台主要结构的应力和变形分布。依据规范选取材料许用应力,对结构强度进行了分析;并深入探讨了其边界条件的选取及各种载荷的计算和施加方法。