基于K均值和不变矩的粒子滤波视频目标跟踪

针对传统的粒子滤波算法存在的粒子退化现象和需要大量粒子才能保证状态预估计的精度,导致视频序列目标实时跟踪难以实现的问题进行了研究,提出了一种基于K均值和不变矩的粒子滤波实时目标跟踪算法。首先对最初采样的粒子集采用K均值算法进行聚类,将N个粒子分配到K个聚类中心;然后将不变矩算法引入到粒子的选取中,通过与上一帧目标位置最接近的三类聚类中心进行不变矩匹配,选择其中与目标模块最接近的那一类进行粒子滤波跟踪运算。实验结果表明文中提出的改进算法能够很好的解决粒子退化的问题,只需要采用较少的粒子就能达到很好的跟踪精度,大大的减少了计算量,改善了粒子滤波的实时性的问题。同时,在一定程度上解决了目标跟踪中相似背景的干扰和目标遮挡的问题。     

30m装配式预应力混凝土连续T梁施工

介绍了30m装配式预应力混凝土连续T梁的预制、安装以及体系转换。     

整体式桥台-桩基-土相互作用内力计算方法研究

整体桥具有使用寿命长、施工方便、造价及养护费用低等特点,目前在国内外得到了广泛的应用与推广.以某整体桥为工程背景,设计制作了桥台-桩基结构试验模型,开展了整体式桥台-H形钢桩-土相互作用低周往复荷载拟静力试验,主要研究了桥台和桩基的应变、弯矩与剪力等.试验结果表明:桥台正向移动时桩身应变呈现"酒杯"形分布,负向移动时呈...     

轨道交通钢混结合连续梁设计及关键技术研究

钢混组合结构因能充分发挥混凝土和钢结构的材料性能优势而被越来越广泛应用。施工过程中大节段钢梁吊装，对路口的交通影响较小等优点使得钢混结合梁在城市建设中占据重要地位。在轨道交通桥梁中，混凝土桥面板能很好的与轨道结构相适应。结合长沙市轨道交通1号线北延一期工程高架区间跨开顺路口的（40+60+40）m钢混结合连续梁，分析钢混结合连续梁的结构受力特性。研究了采用不同措施如桥面板分段浇筑、正弯矩区压重、支点顶升落架、支点双结合、使用抗拔不抗剪连接件等对改善负弯矩区桥面板受力的优劣势。研究结果表明，钢混结合连续梁在城市轨道交通中的应用良好；采用支点顶升落架、支点双结合两个措施对改善桥面板受力效果最优。     

7A04铝合金矩管压弯构件稳定性有限元分析

为研究7A04铝合金矩管压弯构件稳定性承载力、失稳模态和变形性能,通过Abaqus软件建立有限元模型,并与已有试验数据进行对比,验证了有限元模型的可行性.在此基础上,建立了7A04铝合金矩管压弯构件的有限元模型,并进行参数分析,研究长细比、偏心率和偏心方向对压弯构件稳定性承载力和失稳模态的影响.结果表明,绕弱轴偏心的压弯构件全部发生平面内失稳,绕强轴偏心的压弯构件发生平面内失稳和平面外失稳2种模态;数值计算得到的稳定承载力相关曲线与按《铝合金结构设计规范》(GB 50429-2007)公式计算的稳定承载力相关曲线对比的结果表明,公式计算值保守,不适用于7A04铝合金矩管压弯构件,需要进行改进与修正.     

Study on hot spot stress distribution of three-planar tubular Y-joints subjected to in-plane bending moment

The three-planar tubular Y-joint (3Y-joint) is the main part of the fatigue assessment of tripod substructures of offshore wind turbines (OWTs). As typical multiplanar tubular joints, 3Y-joints are affected a lot by multiplanar interaction between braces. Moreover, the locations of hot spot stress (HSS) can vary considerably under different load types. Thus, the distributions of stress concentration factor (SCF) and multiplanar interaction factor (MIF) along weld toe curves are necessary to calculate HSS. Considering these requirements, this study focuses on the 3Y-joint considering the wide application of the tripod substructure of OWT. A finite element (FE) analysis method is introduced and validated. Then, a numerical database is established covering common ranges of parameters used in practice. The SCF and MIF of 3Y-joint under in-plane bending moment are analyzed. Distribution formulas are proposed and proved suitable for calculating HSS in engineering design.     

A ductile tearing assessment diagram for cracked circular-hollow-section joints under reversed loadings

This paper proposes a ductile tearing assessment diagram (TAD) to predict the load resistance to the crack extension relationship during the stable tearing process of the circular-hollow-section (CHS) joints under the reversed in-plane bending actions. The tearing assessment diagram utilizes the envelope of the load-deformation curve from the fracture test under reversed loadings to build the connection among the fracture resistance, load resistance and crack extension. To verify the proposed approach, this study performs fracture experiments, imposing the reversed in-plane bending on the CHS X-joints, made of Q345 steel, with a surface crack near the weld toe. The experimental investigation reveals the effect of the reversed loading on the fracture resistance and validates the TAD-based assessment for tubular joints. Meanwhile, this study performs the cyclic fracture test on the single-edge-notched-tension [SE(T)] specimen made of Q345 steel and derives the TAD from the experimental record of the SE(T) specimen. The specimen-based assessment successfully predicts the load versus crack extension relation for the reported joints under reversed loadings. The study provides a basic framework to predict the joint response under reversed loadings by integrating the material fracture characteristics.     

Analysis on maneuvering motion characteristics of submarine under static moment in vertical plane北大核心CSCD

[Objectives]Aiming at the problem of poor depth-changing ability of the stern rudder of submarine at low speed, and the problem of reversing the movement trend is difficult when the stern rudder is stuck and encountering abrupt changes of seawater density in the vertical steering maneuver. This paper conducts the mechanism research of static moment maneuver. [Methods]First, it is proved through theoretical analysis that the static moment maneuver can eliminate the reversed velocity phenomenon of the stern rudder. Then, the surfacing process under the static moment maneuver and the rudder hydrodynamic control is numerically simulated. [Results]The simulation results show that the static moment maneuver can make the submarine maintain good vertical plane maneuverability at low speed, eliminate the reversed velocity phenomenon of the stern rudder, and avoid excessive trim angle of the submarine at high speed. At the same time, the recovery effect of the two emergency situations of rudder jamming and falling deep has been improved. [Conclusions]The static moment maneuver is beneficial to the maneuverability and safety of the submarine. The research in this article can provide a reference for the maneuverability design of submarine. © 2023 The Author(s).     

自升式海洋牧场综合平台抗倾稳定性分析

以自升式海洋牧场综合平台为研究对象，对平台抗倾稳定性进行分析。计算平台的倾覆力矩和复原力矩，分析抗倾安全因数，并校核桩腿强度。计算结果表明平台抗倾稳定性满足规范要求，可为自升式平台环境载荷计算和抗倾稳定性分析提供参考。     

分布式驱动电动汽车动力学集成控制研究进展及趋势

分布式驱动电动汽车具有四轮可独立控制和响应速度快等突出优势，对增强车辆操纵稳定性、安全性和经济性具有重要的意义。但车辆是一个非线性、强耦合的系统，需研究解决各个控制器相互耦合、过驱动系统复杂性和不确定性等核心问题，这依赖于多维 （纵向、横向和垂向） 集成控制模式和容错控制。对现有研究进行分类和总结，从传统单一维度控制到多维集成控制，综述分布式驱动电动汽车的关键技术和发展现状，重点归纳了汽车动力学集成控制的多层结构及其应用，特别是集成了纵向-横向-垂向动力学的综合控制。最后对分布式驱动电动汽车动力学控制系统所面临的挑战提出了一些建议。