正交异性板桥面体系计算支承长度匹配问题研究

针对虎门大桥正交异性钢桥面板,探讨不同边界条件和加载方式下,有限元法和P E法的差异。采用全梁段板壳单元模型,进行8种工况的分析计算。结果表明:支承长度的变化,将导致桥面体系和顶板体系的计算结果有明显差异,并且支承长度和荷载的变化对跨中正应力的影响小于支点位置,因此全梁段模型的计算支承长度需与全桥体系计算中采用的梁单元长度匹配。将跨中和横梁位置桥面板和U形加劲肋的正应力计算结果与P E法进行比较后,发现前一方法更能体现这种结构的整体受力和变形性能,更全面反映不同部位在不同荷载和不同边界条件下的性能差异。通过与实测值的比较,说明本文建立的全梁段板壳单元模型可以反映正交异性桥面板的桥面体系和顶板体系的综合受力性能。     

自锚式悬索桥主缆无应力长度的计算分析研究

该文基于悬链线计算分析理论,将自锚式悬索桥空缆状态,简化为受沿弧长均布的自重荷载与吊索处集中力作用的柔性索,对成都市清水河自锚式悬索桥主缆的无应力长度进行了计算分析。可为类似的桥梁设计和施工提供参考。     

复合式互通交织段通行能力分析及选型

结合成渝地区环线纳溪至宜宾段公路白鹤林复合式互通设计实际,介绍了复合式互通设计主要连接方式,讨论了复合式互通交织段的通行能力,分析了交织车道的布置方案及其特点。结果表明:选择合理的连接方式,既满足了互通的通行能力,又保证了行车安全。     

试验研究作用于准椭圆沉箱群墩上的不规则波波浪力（英文）

An experimental investigation of irregular wave forces on quasi-ellipse caisson structures is presented. Irregular waves were generated based on the Jonswap spectrum with two significant wave heights, and the spectrum peak periods range from 1.19 s to 1.81 s. Incident wave directions relative to the centre line of the multiple caissons are from 0° to 22.5°. The spacing between caissons ranges from 2 to 3 times that of the width of the caisson. The effects of these parameters on the wave forces of both the perforated and non-perforated caissons were compared and analyzed. It was found that the perforated caisson can reduce wave forces, especially in the transverse direction. Furthermore, the relative interval and incident wave direction have significant effects on the wave forces in the case of multiple caissons.     

公交车中途停靠站长度预测方法研究

根据车辆泊松到达分布,运用概率分布与数理统计方法,分析公交线路条数、发车频率以及到达公交车中途停靠站时间分布之间的关系,建立同时到达车辆数概率模型,据此确定某一概率水平下公交车中途停靠站设计停车位数量及车站长度。以北京菜市口公交车中途停靠站为例,运用模型进行演算,并与实际观测值进行对比验证,提出将公交车中途停靠站向交叉口靠近从而方便换乘的改善方案。     

Dynamic stride length adaptation according to utility and personal space

Pedestrians adjust both speed and stride length when they navigate difficult situations such as tight corners or dense crowds. They try to avoid collisions and to preserve their personal space. State-of-the-art pedestrian motion models automatically reduce speed in dense crowds simply because there is no space where the pedestrians could go. The stride length and its correct adaptation, however, are rarely considered. This leads to artefacts that impact macroscopic observation parameters such as densities in front of bottlenecks and, through this, flow. Hence modelling stride adaptation is important to increase the predictive power of pedestrian models. To achieve this we reformulate the problem as an optimisation problem on a disk around the pedestrian. Each pedestrian seeks the position that is most attractive in a sense of balanced goals between the search for targets, the need for individual space and the need to keep a distance from obstacles. The need for space is modelled according to findings from psychology defining zones around a person that, when invaded, cause unease. The result is a fully automatic adjustment that allows calibration through meaningful social parameters and that gives visually natural results with an excellent fit to measured experimental data.     

喷油嘴参数对TR燃烧系统排放性能的影响

在一台单缸135柴油机上,通过试验就喷油嘴参数对TR燃烧系统性能的影响进行了研究。试验结果表明,适当增加侧向喷孔数目和侧向喷孔长径比有利于改善TR燃烧系统的排放性能。     

预应力蒙皮对客车结构强度的影响分析

通过对某客车结构建立有限元模型,运用有限元法,分析侧围蒙皮添加预应力和不添加预应力两种情况对客车结构强度的影响,为客车生产企业确定侧围蒙皮张拉工艺提供参考。     

多车道道路改扩建工程中最优施工区长度的研究

针对道路改扩建工程,在分析施工区总费用的基础上,通过对交通流运行特征的研究,对车辆通过施工区所产生的各种延误分别进行推导,建立了由施工费用以及车辆延误费用构成的总费用函数模型,得到了道路改扩建工程中不同施工组织条件下最优施工区长度计算公式。微观仿真研究示例表明,最优施工区长度计算方法具有较好的适用性和正确性。有效指导道路维护部门的施工作业,起到节约社会总成本的作用。     

单机吊放声纳巡逻搜索线长度模型研究

通过对使用吊放声纳建立巡逻搜索线作战机理的详细分析,建立了单架反潜直升机使用吊放声纳搜索时的巡逻线长度模型,并应用该模型进行了分析和计算,得出了当探测点间距为吊放声纳有效探测距离的1．3倍时单机巡逻线长度达到最大值的重要结论,为反潜直升机使用吊放声纳进行巡逻反潜时的作战使用提供了理论依据。