1-20 m空心板梁半幅梁体顶升工程实践

介绍了常张高速公路k127＋475分离式立体交叉1-20m空心板梁右半幅梁体顶升施工的方法和工艺流程,探讨了顶升施工在特定条件下的可行性及可操作性。     

Time control point strategy coupled with transfer coordination in bus schedule design

A schedule consisting of an appropriate arrival time at each time control point can ensure reliable transport services. This paper develops a novel time control point strategy coupled with transfer coordination for solving a multi‐objective schedule design problem to improve schedule adherence and reduce intermodal transfer disutility. The problem is formulated using a robust mixed‐integer nonlinear programming model. The mixed‐integer nonlinear programming model is equivalently transformed into a robust mixed‐integer linear programming model, which is then approximated by a deterministic mixed‐integer linear programming model through Monte Carlo simulation. Thus, the optimal scheduled arrival time at each time control point can be precisely obtained using cplex . Numerical experiments based on three bus lines and the mass rapid transit system in Singapore are presented, and the results show that the schedule determined using the developed model is able to provide not only reliable bus service but also a smooth transfer experience for passengers. Copyright © 2016 John Wiley & Sons, Ltd.     

机务联系电路设计实例分析

机务段联系电路属于计算机联锁系统的特殊结合电路.在实际工程设计中,需要结合现场情况,分析构成此类电路需要的条件,实现对进路的安全控制.本文结合成都至昆明线扩能改造工程设计实例,对其应用设计场景进行具体分析,以便对类似工程设计提出借鉴.     

Robust principal component analysis via truncated nuclear norm minimization

Robust principal component analysis(PCA) is widely used in many applications, such as image processing, data mining and bioinformatics. The existing methods for solving the robust PCA are mostly based on nuclear norm minimization. Those methods simultaneously minimize all the singular values, and thus the rank cannot be well approximated in practice. We extend the idea of truncated nuclear norm regularization(TNNR) to the robust PCA and consider truncated nuclear norm minimization(TNNM) instead of nuclear norm minimization(NNM). This method only minimizes the smallest N-r singular values to preserve the low-rank components, where N is the number of singular values and r is the matrix rank. Moreover, we propose an effective way to determine r via the shrinkage operator. Then we develop an effective iterative algorithm based on the alternating direction method to solve this optimization problem. Experimental results demonstrate the efficiency and accuracy of the TNNM method. Moreover, this method is much more robust in terms of the rank of the reconstructed matrix and the sparsity of the error.     

船用柴油机隔振气囊压力自动监测系统设计

针对某型船用柴油机气囊隔振装置气压检测过程中只能依靠人工检测,现场操作难度大,无法做到及时、准确测量等问题,以单片机为核心设计了一套气囊压力自动监测系统,可以实时、准确的检测各个气囊的压力,并自动控制气囊压力在正常范围内。     

汽轮发电机组半频振动的原因分析和处理

为解决汽轮发电机组出现的半频振动问题,针对汽轮机轴承开展不同轴承结构参数及形式的理论计算和试验验证,发现轴承并不是引发半频振动的直接因素。通过进一步开展试验,发现引发机组半频振动的主要原因是主油泵前后的浮动油封浮动不畅对汽轮机转子产生了附加力。经过综合分析可知,通过增加油封环室刚性和减少浮动油封摩擦力,能消除半频振动现象,保证机组的可靠运行。     

基于等效围压理论的加筋土挡墙土压力计算

基于等效围压理论,分别建立是否考虑中主应力影响的加筋挡土墙三维等效围压和二维等效围压土压力计算方法,结合Plaxis数值模拟,研究了加筋挡墙墙背土压力的大小及分布规律。通过理论计算和数值模拟对比试验测量结果,分析表明:三维等效围压和二维等效围压计算土压力分布均呈近线性,且前者小于后者,两者均小于变系数法;数值模拟土压力沿墙高分布规律与试验测量值接近,总土压力偏小,应力峰值接近且位于墙高1/6~1/3处;由误差分析可知,中主应力、筋带拉力发挥值及筋-土界面摩阻力是导致理论计算、数值模拟与试验偏差的主要原因。     

双塔斜拉人行桥力学性能分析

采用MIDAS/CIVIL有限元软件,对一主跨81m的双塔斜拉人行桥进行分析,计算其静力、动力作用下的力学性能,验证方案的合理性.同时对照国内外规范,对主桥进行舒适度分析,为该类人行天桥设计提供参考.     

浅埋暗挖法在铁路站场地下工程中的应用

结合工程实践，对铁路站场内地下工程采用浅埋暗挖法技术，在设计、施工中的关键点进行了介绍和论述，并结合设计概算进行了经济分析和评价。对加深浅埋暗挖施工法的认识和拓展浅埋暗挖法的应用领域具有一定的借鉴意义。     

基于标杆管理的铁路工程设计造价控制研究

标杆管理法是现代企业经营管理活动中支持企业不断改进,获得最佳实践过程和管理方式的途径之一,不少企业已将其广泛运用到成本控制、绩效管理和组织优化等方面。此文在阐述标杆管理的定义、作用、流程的基础上,就如何在铁路工程建设的初步设计、技术设计、施工图设计阶段进行标杆管理,有效控制工程造价进行论述。并就如何通过标杆管理提高企业经营管理水平和市场竞争力进行阐述。