内蒙古西北地区路基干压实技术的应用

为研究内蒙古西北地区干压实技术的现场施工控制指标,采用干压实技术对2段试验路的路基进行碾压。现场试验结果表明:施工机具在施工过程中存在能量损失,通过2种典型机具现场试验,得到施工机具能量损失率为20%;对碾压遍数与松铺厚度、施工机具型号的关系进行修正,推荐最佳碾压遍数;基于现场压实度检测和回弹模量检测数值,提出回弹模量与压实度的关系,进而提出以回弹模量为路基施工控制指标,并给出相似地区不同压实度下的回弹模量推荐值。     

Mooring line tension observed through a maximum entropy spectrum

A method for measuring mooring line tension is proposed based on observation of the natural frequencies of the mooring line segment between the winch and the fairlead. The anchor line tension is observed through the string equation where an analytical expression for the line's eigen-frequencies is obtained. The tension is observed on line by utilizing a nonparametric system identification approach in which the peaks of a maximum entropy spectrum of the transverse acceleration measures of the vibrating string are automatically identified. The method is verified against full-scale data from the Troll B floating concrete oil production platform operating in the North Sea. Received for publication on Feb. 24, 1999; accepted on July 26, 1999     

船闸引航道异重流淤积分析计算

根据异重流运动的特点,从水体重率沿程变化的机理出发,运用能量原理,推导出异重流淤积计算公式,并用于大源渡船闸引航道淤积计算。所得成果与已有3种公式计算结果的平均值相当,通过类比分析,所得淤积量分布与实测资料一致。     

浅谈丹东市防洪工程体系

介绍了丹东市防洪工程现状,对防洪工程体系及存在问题进行了分析,有关经验可供相关专业人员参考。     

沥青混合料理论最大密度不同测定方法的比较

采用不同测定方法，对3种级配沥青混合料的理论最大相对密度检测值进行对比分析。得出由于测定方法不一，导致理论密度的差异及对混合料体积指标的影响，说明测定方法唯一性的重要性。及引入“矿料有效密度”计算理论最大密度的合理性。     

电渗法处治过湿土路基填料现场模型试验

电渗法处治过湿土路基填料是一项土工新技术。通过河北省大广高速公路京衡段电渗法处治过湿土现场模型试验,揭示过湿土现场含水量、电流密度和温度随电渗法处治时间而变化的规律,得出施工可行性结论,可为电渗技术在路基中的应用奠定基础。     

C15H13N2S2生物活性分子的光谱与热力学性质

为了获得N-苯亚甲基-4-[(2-氰基亚胺基-1,3噻唑烷-3-基)甲基]-噻唑-2-胺(C15H13N2S2)生物活性分子的光谱数据和不同温度下的热力学性质,使用密度泛函理论的B3LYP方法,进行几何构型优化和频率计算,使用含时密度泛函理论的DT-B3LYP方法,计算该分子在气相和不同溶剂中的电子吸收光谱.结果表明,优化得到的最稳定结构与实验晶体结构一致;气相中吸收峰出现在近紫外区370 nm处,溶剂几乎不影响跃迁性质,但吸收强度明显增大;标准摩尔熵与温度线性正相关,相关系数为0.999 05.     

A substitute model of two-dimensional dry friction exposed to dither generated by rolling contact of wheel and rail

Dither generated by rolling contact of wheel and rail smoothes dry friction damping provided by the primary suspension dampers of freight wagons and it should be taken into account in numerical simulations. But numerically the problem is non-smooth and this leads to long execution time during simulation, especially when the vehicle with friction dampers is modelled in the environment of an multi-body system simulation program, whose solver has to cope with many strong non-linearities. The other difficulty is the necessity of handling within the code a number of big volume files of recorded dither sampled with high frequency. To avoid these difficulties, a substitute model of two-dimensional dry friction exposed to dither is proposed that does not need application of dither during simulation, but it behaves as if dither were applied. Due to this property of the model, the excitation of the vehicle model by track irregularities may be supplied as low-frequency input, which allows fast execution and, the necessity of handling high-volume files of recorded dither is avoided. The substitute model is numerically effective. To identify parameters of the substitute model, a pre-processing employing a sample of the realistic dither is carried-out on a simple two-degrees-of-freedom system. The substitute model is anisotropic, describing anisotropic properties of the two-dimensional friction arising in the presence of one-dimensional dither. The model may be applied in other branches of engineering, for example, in mechatronics and robotics, where application of dither may improve the accuracy of positioning devices.     

交叉口处现代有轨电车与其他机动车的平衡感应信号控制方法

介绍了现代有轨电车与机动车在交叉口的平衡感应信号控制方法,通过对现代有轨电车交叉口各入口排队车辆数的监测,实时改变信号配时,从而平衡各入口车辆排队长度;通过赋予现代有轨电车更高的排队权重,使现代有轨电车与同向机动车流减少停车时间,获得更多的通行时间,从而在保证其他机动车辆通行效率的同时,间接地实现现代有轨电车优先通行权。运用交通仿真软件对比分析各入口车辆平均排队长度、最大排队长度、总停车次数、平均延误与平均排队时长,确定各信号相位近似最优的最大感应绿灯信号时长。仿真结果表明,在排队长度与车辆延误方面,感应信号配时远优于定时信号配时;相比单纯的公共交通信号优先,感应信号控制更注重现代有轨电车和机动车每个乘客的通行权利。     

电磁永磁混合磁悬浮列车的磁铁结构优化设计

根据力学模型提出了增大混合磁铁磁轭高度以提高承载力的方法,从承载能力、可控性及永磁工作点3个角度展开对混合磁铁结构参数的优化分析。理论分析及仿真结果表明,适当增大永磁截面积在满足系统承载力要求的同时能提高磁铁可控性;合理选取永久磁铁的截面积和厚度参数能保证磁铁工作在最大能积点。