论我国发展碾压混凝土路面的技术条件

从碾压混凝土路面的发展历程分析了发展碾压混凝土路面需要的技术条件 ,并从设备条件和施工技术两方面对我国的情况进行了论述 ,认为目前我国已具备发展碾压混凝土路面的技术条件。     

Stability Analysis of a Force-Aided Lever Actuation System for Dry Clutches with Negative Stiffness Element

A force-aided lever with a preload spring is not only force-saving but also energy-saving. Therefore, it has great potential to be applied to dry clutch actuations. However, the negative stiffness of the clutch diaphragm spring introduces unstable dynamics which becomes more intensive due to the preload spring. In order to explore the intensified unstability, this paper builds dynamic models for the rotating lever coupling a negative stiffness diaphragm spring and a preload spring. The stability analysis using the Routh-Huiwitz criterion shows that the open-loop system can never be stable due to the negative stiffness. Even if the diaphragm spring stiffness is positive, the system is still unstable when the preload of the spring exceeds an upper limit. A proportionalintegral- derivative (PID) closed-loop scheme addressing this problem is designed to stabilize the system. The stability analysis for the closed-loop system shows that stable region emerges in spite of the negative stiffness; the more the negative stiffness is, the less the allowed preload is. Further, the influences of the dimensions and PID parameters on the stability condition are investigated. Finally, the transient dynamic responses of the system subjected to disturbance are compared between the unstable open-loop and stabilized closed-loop systems.     

并联机器人误差敏感系数及其在工作空间内的分布

提出了衡量并联机器人操作精确程度的指标－－误差敏感系数,并给出了其在工作空间中的分布情况,这样不需知道每一结构参数的制造误差及输入参数的误差,就可以了解机器人在工作空间中哪些区域工作时操作精度高。     

对交管系统中微波通信子系统参考设计标准的讨论

此文针对船舶交管系统中微波通信子系统应用方案进行了探讨,通过理论分析,并联系VTS系统实际情况,在微波通信子系统工程设计和设备选择方面提出了一些建议。     

基于储存期间的某型鱼雷检测周期预测

鱼雷武器具有长期储存的特性,它的检测周期用年份来确定;利用鱼雷的储存时间近似服从两参数威布尔分布的经验,在确定合理的检测周期方法的基础上,提出了一种确定检测周期的新方法;结合实例对鱼雷的检测周期进行预测.结果表明,这种方法能达到令人满意的精度,具有实用价值.     

鄱阳湖水利枢纽航道通航水流条件及优化措施试验研究*

针对鄱阳湖水利枢纽通航水流条件是否满足通航安全要求展开研究，建立鄱阳湖入江水道星子—湖山段物理模型，对鄱阳湖水利枢纽一期围堰阶段现状航道、二期围堰及运营期设计航道各典型工况下的通航水流条件进行试验研究。首先通过物理模型试验验证航道内是否产生不良流态；其次针对航道内出现的不良流态提出相应优化措施并进行方案比选；最后对优化后航道内通航水流条件进行试验验证以确保船舶安全通航。模型试验主要结论：二期围堰及运营期设计航道在大流量工况下存在上游口门区横向流速超标及下游锚地段生成大尺度回流等问题。通过实施调整上游隔流堤形式，航道右侧浅滩开挖，下游锚地段下移等措施后，设计航道各工况下水流条件均满足通航安全要求。