复合电源能量匹配与多目标模糊控制策略研究

分析了复合电源纯电动汽车的电源结构和工作模式,依据纯电动汽车基本性能指标对复合电源进行了能量匹配,制定了能源安全约束,并基于此制定了多目标模糊控制策略。仿真结果表明,所提出的控制策略能够充分发挥超级电容的优势,可提升纯电动汽车续驶里程、合理分配复合电源功率及减小车速误差。     

盐邵船闸高水位系船设施应急改造研究

南水北调东线工程正式运行后,盐邵船闸上游长期处于高水位,闸室系船设施不能满足大型船舶高水位系缆要求。文中分析了过闸大型船舶的尺度、系缆特点,对船闸闸室结构安全进行验算,研究优化闸室高水位系船设施应急改造方案,取得了良好的使用效果。     

Data mining using regularized adaptive B‐splines regression with penalization for multi‐regime traffic stream models

This paper presents a new data mining method that integrates adaptive B‐spline regression and traffic flow theory to develop multi‐regime traffic stream models (TSMs). Parameter estimation is implemented adaptively and optimally through a constrained bi‐level programming method. The slave programming determines positions of knots and coefficients of the B‐spline by minimizing the error of B‐spline regression. The master programming model determines the number of knots through a regularized function, which balances model accuracy and model complexity. This bi‐level programming method produces the best fitting to speed–density observations under specific order of splines and possesses great flexibility to accommodate the exhibited nonlinearity in speed–density relationships. Jam density can be estimated naturally using spline TSM, which is sometimes hardly obtainable in many other TSM. Derivative continuity up to one order lower than the highest spline degree can be preserved, a desirable property in some application. A five‐regime B‐spline model is found to exist for generalized speed–density relationships to accommodate five traffic operating conditions: free flow, transition, synchronized flow, stop and go traffic, and jam condition. A typical two‐regime B‐spline form is also explicitly given, depending only on free‐flow speed, optimal speed, optimal density, and jam density. Copyright © 2013 John Wiley & Sons, Ltd.     

关于新形势下天津港规划的策略性思考

随着区域一体化推进,天津港已日益成为一个区域性的重要空间节点。结合天津港所处内外部环境变化及其自身发展的新动向,对当前天津港规划建设所面临的新特点进行阐述。在此基础上,提出今后天津港规划适应性的策略建议。     

Kinect-based automatic spatial registration framework for neurosurgical navigation

As image-guided navigation plays an important the pre-operative images with the intra-operative patient role in neurosurgery, the spatial registration mapping position becomes crucial for a high accurate surgi- cal output. Conventional landmark-based registration requires expensive and time-consuming logistic support. Surface-based registration is a plausible alternative due to its simplicity and efficacy. In this paper, we propose a comprehensive framework for surface-based registration in neurosurgical navigation, where Kinect is used to auto- matically acquire patient＇s facial surface in a real time manner. Coherent point drift （CPD） algorithm is employed to register the facial surface with pre-operative images （e.g., computed tomography （CT） or magnetic resonance imaging （MRI）） using a coarse-to-fine scheme. The spatial registration results of 6 volunteers demonstrate that the proposed framework has potential for clinical use.     

Robust and real-time guidewire simulation based on Kirchhoff elastic rod for vascular intervention training

Virtual reality （VR） based vascular intervention training is a fascinating innovation, which helps trainees develop skills in safety remote from patients. The vascular intervention training involves the use of flexible tipped guidewires to advance diagnostic or therapeutic catheters into a patient＇s vascular anatomy. In this paper, a real-time physically-based modeling approach is proposed to simulate complicated behaviors of guidewires and catheters based on Kirchhoff elastic rod. The slender body of guidewire and catheter is simulated using more efficient special case of naturally straight, isotropic Kirchhoff rods, and the short flexible tip composed of straight or angled design is modeled using more complex generalized Kirchhoff rods. We derive the equations of motion for guidewire and catheter with continuous elastic energy~ and then they were discretized using a linear implicit scheme that guarantees stability and robustness. In addition, we apply a fast-projection method to enforce the inextensibility of guidewire and catheter, while an adaptive sampling algorithm is implemented to improve the simulation efficiency without reducing accuracy. Experimental results reveal that our guidewire simulation method is both robust and efficient in a real-time performance.     

Improving the stab-resistance performance of ultra high molecular weight polyethylene fabric intercalated with nano-silica-fluid

High performance fibers impregnated by shear thickening fluids （STFs） have been recognized as a kind of latent stab-resistant materials. In our work, the rheological properties of various nano-silica particles in different carriers were first investigated, some of which showed the typical characteristic of shear thickening phenomena. And then, the effects of add-on and surface hydrophilicity of silica particles, the type and concentration of the carriers were discussed in detail. It was found that the systems of hydrophilic silica in ethylene glycol, butylenes glycol and polyethylene glycol （PEG） demonstrated shear thickening; moreover, the reversibility of rheological behaviors of hydrophilic silica-PEG300 suspensions indicated energy dissipation existed within a circulation of shear stress. Furthermore, the detail mechanism of STF based nano-silica particles was explored and a process diagram was presented. Finally, the stab-resistance and morphology of cutting edge of ultra high molecular weight polyethylene （UHMWPE） fabric impregnated STF composites were investigated and the results were analyzed. The higher silica add-on was benefit to the improvement of the stab resistance of the composites.     

CFD prediction of ship-bank interaction for KCS under extreme conditions

Journal of Marine Science and Technology - When the ship speed exceeds a certain level in shallow water, ship-bank interaction induces great influence on the ship’s manoeurability with some...     

孔道线形复杂预应力损失及力筋伸长量的试验研究

在大型多跨连续梁施工中,预应力施工是最为重要的分项工程,对工程质量的影响最大。某大跨度连续梁工程预应力筋张拉时实际伸长值与理论伸长值偏差较大,超出规范设定的±6%的允许范围要求。分析查找原因,进行了现场孔道摩阻试验,发现锚具锚圈口和锚下垫板口预应力损失大,且变化范围也很大,张拉力损失率平均约为10%。经过分析及认真的核算,为了保证连续梁的工程质量,确定对已经张拉的钢绞线采取补拉的措施,并启用备用束张拉。可为类似工程提供借鉴。     

地铁隧道锚杆系统对地表沉降影响的数值分析

根据黄土地层不同土的物理力学参数,应用邓肯—张本构模型,在地铁隧道开挖施工过程中,对支护锚杆系统沿隧道纵向和横向的不同分布形式进行有限元数值计算。应用有限元软件MIDAS,根据西安地铁2号线隧道的相关土性和设计资料,对比了锚杆长度和锚杆纵向间距对地层沉降和锚杆受力特征的影响;探讨了锚杆纵向间距的疏密布置以及横向加密的位置。分析表明:随着锚杆长度的增加地层沉降减小,当锚杆长度大于一定值后沉降变化幅度降低;当锚杆纵向布置疏密不均时,沉降量较大;在隧道腰部加密锚杆可控制地表沉降。