Landsat8影像分类多分类器对比分析

以去除卷云波段的洛阳市Landsat8的9个波段影像为数据源,通过分析影像可分的类别并采集样本,对比随机森林、支持向量机(SVM)、最大似然3种分类器在不同训练样本分类中的表现.结果 表明,对于以光谱波段为信息源的Landsat8影像分类,随机森林、SVM并不能体现其优越的分类性能,总体精度均低于最大似然,最大似然分类...     

玻纤增强柔性管等效简化模型研究

玻纤增强柔性管作为一种新型海底油气输送管道,具有比强度高、柔度大和抗腐蚀性强等特点,因此在深海油气开发中具有非常广阔的应用前景。玻纤增强柔性管主要由内衬层、增强层和外保护层组成,其中增强层的等效模拟是玻纤增强柔性管设计成功与否的关键。根据玻纤增强柔性管的结构特征和材料特性,选取了四种不同的等效简化模型,对比研究了玻纤增强柔性管在轴向拉压荷载、弯曲荷载以及内压荷载作用下的力学性能。将不同简化模型的计算结果与相应的试验数据进行对比,进行等效模型的优选。研究结果表明,在内压载荷和弯曲载荷作用下,基于Halpin-Tsai模型数值结果与试验结果最为接近。在轴向载荷作用下,采用分离式模型或回形模型计算精度更高,若材料达到屈服状态时,则建议采用分离式模型进行模拟。     

温度对不同外形PDC切削齿性能的影响

为了探究不同温度下PDC切削齿性能,以适应不同的钎焊温度,并合理选用外形来提高效率,从影响金刚石复合片（PDC）质量的主要参数:耐磨性、磨削时间、平稳性、抗冲击韧性等出发,对不同厂家、不同外形的PDC在受热前后的性能进行试验,同时比较了平面片、微弧片和弧面片性能上的差异。结果表明:随着温度的升高,磨耗比呈现出降低的趋势;加热到750℃后,PDC磨耗比降低约30%~50%,磨削时间增加,进尺变慢;当温度达到800℃时,磨耗比小于10万,冲击功小于100 J;PDC切削齿对温度的敏感度不同,可根据不同温度下的性能对其分级,以满足不同的钎焊温度的焊接;对于不同外形的PDC,平面片磨削时间短,磨削效率高,而微弧片和弧面片磨耗比略低,磨削时间长,但冲击韧性大大提高。因此,在制造PDC钻头的过程中合理选择PDC形状,并将不同性能的PDC用于钻头的不同部位,能够有效提高PDC钻头的寿命。      

卫星重力资料分析的同解法研究及其仿真

对同解法的基本思想和流程进行归纳,研制相应的软件系统.利用模拟的GPS和星间测距数据进行同时确定重力场模型和卫星精密轨道的仿真模拟,验证本文设计思路的可行性和软件系统的可靠性.     

探采结合水井无固相环保冲洗液的研究与应用

探采结合水井需要实现精确获取水文地质参数和解决百姓饮水难题的双重目的,因此要求钻进施工中采用的冲洗液既要具备基本的护壁防塌等功能,还需最大程度地降低对地层渗透性的影响,同时还应具有优良的环保性能。针对这一特殊要求,研发了新型的PA—1型无固相环保冲洗液,采用渗透性实验、电镜扫描、砂球浸泡实验等多种测试手段对冲洗液进行了室内评价与分析,结果表明PA—1型无固相环保冲洗液对地层渗透性影响较小,防塌护壁能力强,综合性能优于常规冲洗液体系;采用中华米虾对其进行急性毒性实验也表明其安全无毒。大量室内实验及现场应用表明,PA—1型无固相环保冲洗液各项性能优良,可为今后在探采结合水井施工中冲洗液的合理选用提供参考。     

方差分量估计迭代算法收敛性分析与改进

本文首先对方差分量估计中的收敛性问题进行分析,指出方差分量的收敛性和估计方程的摄动性有关。提出了改进收敛性的思想,在此基础上提出了一种改进收敛的方法,用算例证明了所提出方法的有效性。     

Experimental investigation of damage behavior of RC frame members including non-seismically designed columns

Reinforced concrete (RC) frame structures are one of the mostly common used structural systems, and their seismic performance is largely determined by the performance of columns and beams. This paper describes horizontal cyclic loading tests often column and three beam specimens, some of which were designed according to the current seismic design code and others were designed according to the early non-seismic Chinese design code, aiming at reporting the behavior of the damaged or collapsed RC frame strctures observed during the Wenchuan earthquake. The effects of axial load ratio,shear span ratio, and transverse and longitudinal reinforcement ratio on hysteresis behavior, ductility and damage progress were incorporated in the experimental study. Test results indicate that the non-seismically designed columns show premature shear failure, and yield larger maximum residual crack widths and more concrete spalling than the seismically designed columns. In addition, longitudinal steel reinforcement rebars were severely buckled. The axial load ratio and shear span ratio proved to be the most important factors affecting the ductility, crack opening width and closing ability, while the longitudinal reinforcement ratio had only a minor effect on column ductility, but exhibited more influence on beam ductility. Finally, the transverse reinforcement ratio did not influence the maximum residual crack width and closing ability of the seismically designed columns.     

It's good to talk: performing and recording the telephone interview

This paper explores the transition of talk to text in the process of performing and recording semi-structured interviews over the telephone. In particular, it considers the ways respondents and the materials enjoined in the process of interviewing exceed their role in the research process. Drawing on my experience of conducting telephone interviews in the UK, I position the interview as an uncertain encounter: one framed by earlier narrations as much as the aims and objectives of the research project; and an orientation towards 'talk' as much as the reduction of performance to text. Far from losing track of these uncertainties I argue that tape-recorders are well equipped to document these in/audible realms.     

既有线200km／h提速客货共线直线段轨道的动力特性

既有线提速是高速铁路发展的重要方向之一。本文主要对轨道路基在列车荷载作用下的动力响应规律进行了研究。首先,建立轨道系统在移动荷载作用下的动力响应理论分析模型,该模型将轨道结构视为连续支承欧拉梁,对ANSYS软件进行二次开发,实现了模型的数值分析;然后,建立直线段轨道数值分析模型,利用该模型分析了荷载速度、载重、不平顺波长、不平顺波深对既有线路提速200km／h客货共线直线段钢轨、轨枕的竖向位移及竖向加速度的影响。可为制定新的铁路养护技术规范提供技术参考。     

角部重叠框架结构的抗震分析及超限界定

通过某模型工程对抗震不利的平面之一--角部重叠框架结构高层建筑进行了分析.结果显示角部重叠面积越小,结构抗扭刚度越小,结构扭转效应会越来越大;地震作用下重叠处楼盖的应力集中越严重,楼板平面内容易产生的较大的变形和裂缝.但认为角部重叠平面做为组合平面的一种,宜在所列三项及三项以上不规则的高层建筑工程做为其中一项进行超限控制,单独做为一项进行超限控制有可能偏严.