Discussion on retaining structure limit state classificationEI北大核心

Research purposes: Retaining structure belongs to the geotechnical engineering structure, the limit state classification of geotechnical engineering is more difficult than the structure projects. Based on the limit state concept at home and abroad, this paper makes a comparison and analysis of the common and difference of geotechnical engineering and structural engineering limit state, teases the retaining structure limit state and focuses on limit state of open-cut foundation and pile foundation, proposes the recommendation of limit state classification of retaining structure. Research conclusions: (1) The generalized limit state can be considered as a function which can achieve the expected requirements, the limit state is not limited to the concept of damage and failure, and its extension has been expanded to the requirements of that the goal of expected design cannot be achieved-a prescribed limit. (2) Retaining structure belongs to the category of geotechnical engineering, its limit state includes structure overall stability limit states and the structural stability limit state which includes the bearing capacity limit state and serviceability limit state and limit state between them, the state needs to be studied further. (3) In general area, the compressive stress limit state of open-cut foundation and lateral pressure limit state of rock foundation anchor pile foundation can be considered as the serviceability limit state. (4) The research conclusion is useful for guiding the design research of retaining structure limit state.     

Design research of gravity retaining wall based on limit state design methodEI北大核心

Research purposes: Gravity retaining wall limit state design research is based on the design research of retaining structure limit state of open-cut foundation with the lateral earth pressure supported by wall body weight. This paper sums up the research thought of gravity retaining wall and analyzed their main calculation results, which provides reference for the open-cut foundation retaining structure design research of cantilever retaining wall, counterfort retaining wall, groove type retaining wall and so on. Research conclusions: (1) The steps for design research of the gravity retaining wall limit state are to establish a limit state equation, to calculate reliability index and determine the target reliability index, calculate partial coefficient and set up the design expression. (2) The most critical factor influencing gravity retaining wall limit state is comprehensive internal friction angle. (3) There are different function calculations and different design conditions for the gravity retaining wall in the current specification, their underlying reliability index is different, the corresponding partial coefficient should also be different. (4) The research conclusion can be used to guide the design of gravity retaining wall, which provides the reference to the design research of other open-cut foundation retaining structure.     

基于FEA全桥模型的预制小箱梁隐盖梁受力分析研究

本文结合工程实际,提出采用数值分析的方法研究了隐盖梁受力特点,在同类工程中具有借鉴意义。通过Midas Civil梁单元模型和Midas FEA全桥实体单元模型进行对比分析,可得到以下结论：（1）采用FEA整体建模能有效模拟隐盖梁受力情况。（2）小箱梁与隐盖梁交界处存在应力集中,导致主拉应力较大,设计时应保证小箱梁纵向钢筋的完整并减少隐盖梁预应力开槽对结构的削弱。（3）由于边墩隐盖梁嵌固效应,导致边跨跨中正弯矩减小,设计中可适当减小边跨小箱梁预应力筋。     

Filter bank based nonlocal means for denoising magnetic resonance images

Image denoising is a classical problem in image processing. Its essential goal is to preserve the image features and to reduce noise effectively. The nonlocal means （NL-means） filter is a successful approach proposed in recent years due to its patch similarity comparison. However, the accuracy of similarities in this algorithm degrades when it suffers from heavy noise. In this paper, we introduce feature similarities based on a multi- channel filter into NL=means filter. The multi-bank based feature vectors of each pixel in the image are computed by convolving from various orientations and scales to Leung-Malik set （edge, bar and spot filters）, and then the similarities based on this information are computed instead of pixel intensity. Experiments are carried out with Rician noise. The results demonstrate the superior performance of the proposed method. The wavelet-based method and traditional NL-means in term of both mean square error （MSE） and perceptual quality are compared with the proposed method, and structural similarity （SSIM） and quality index based on local variance （QILV） are given.     

客渡轮主机“冒黑烟”原因分析及解决办法——江城800客位新型渡轮排气管改造

本文主要介绍了渡轮柴油主机冒黑烟现象,对主机各性能以及客渡船营运带来诸多不良影响,在查找主机冒黑烟原因的过程中,采取多种途径在各系统上进行测试分析.理论上确定了排气背压高是引起主机冒黑烟的真正原因后,为了验证这一结论,在实船上进行排气管改造.改造完工后完全解决了主机冒黑烟问题,主机运转情况良好,各性能指标均达到要求,并且主机油耗下降明显.     

地铁基坑混凝土支撑轴力监测预警误判原因分析

结合石家庄市地铁基坑工程的设计和施工方案,对混凝土支撑轴力监测原理进行了介绍,在对基坑施工过程中轴力监测数据变化进行分析的基础上,对导致监测预警误判的原因进行了分析,主要是由于混凝土硬化收缩产生的附加力及外部温度变化修正考虑不周全所导致,并就确保基坑混凝土支撑轴力监测数值的可靠性提出了建议。     

多点激励下地震动输入模式探讨及有限元软件实现方法研究

进行大跨度结构的地震响应分析时,需要考虑地震动多点非一致激励的影响。基于动力学平衡方程,进一步推导多点激励地震响应分析的位移输入模型和加速度输入模型。进一步提出3种能适用于现有通用有限元软件的多点地震动输入模型的实现方法——大质量法、大刚度法及直接位移法,并细致阐明各种方法的计算原理。最后,以某主跨为850m的悬索桥为工程背景,基于SAP2000软件平台,分别采用不同方法进行多点激励地震响应分析,并简单分析大跨悬索桥在多点地震响应下的响应规律。     

宽电刷直流电机感应电动势算法

电刷宽度对直流电机感应电动势的影响是很大的,因此,在未考虑电刷宽度的条件下所推导出的感应电动势计算式都不够精确,对直流电机尤其是宽电刷直流电机的设计缺乏指导意义。详细分析了电刷宽度对直流电机的感应电动势的影响,给出了宽电刷直流电机感应电动势的计算方法。分析了电刷宽度变化引起感应电动势和电枢电流变化情况,得出了电机在运行中经常出现烧损故障的原因。     

交通监控中基于压缩感知的WMSN视频编解码

在交通监控中,利用WMSN节点获取路况视频,适用于复杂多变的地理环境,但视频图像数据量大,而WMSN节点资源受限。基于压缩感知技术和传统视频编码理论,提出了一种新的WMSN视频编解码方法。在编码端,依据视频图像的相关性对视频流进行分帧,再根据其特点分别进行压缩感知处理。在解码端,运用OMP算法重构关键帧和残差帧视频图像,进而恢复视频流。仿真实验表明,在保证视频图像重构质量的前提下,可以减少监控网中视频传输的数据量。     

全电式AMT同步器控制分析及其验证

介绍了全电式AMT选换挡执行机构的工作原理,在对同步器自学习控制、退选换挡的时序控制、选换挡执行机构的精确控制及其故障诊断策略等进行分析的基础上,设计了同步器控制策略.基于Matlab构建控制模型对所提出的控制策略进行离线仿真,并基于dSPACE进行实时仿真,验证了控制策略的正确性.