应变电测法测量叶根螺栓扭矩系数

扭矩系数对于螺栓联接拧紧力矩以及轴向力的确定起着至关重要的作用,以叶根螺栓联接组件作为试验模型,通过应变电测试验方法测量螺栓拧紧力矩、杆部轴向力,以此得出螺栓扭矩系数。同时,本试验方法亦可测量螺栓杆部所受扭矩,通过理论公式换算可间接测试螺栓螺纹副以及螺帽头接触端面的摩擦系数。     

渔船节能技术中潮流能发电的应用设计

本文介绍了现有的节能方法,提出在渔船锚泊时应用潮流能发电技术.研究设计了潮流能发电系统中的水轮机、发电机及调节器.这一设计解决了渔船在锚泊时用传统柴油机做原动机供电带来的资源浪费与环境污染问题,同时也解决了一些锚泊船用蓄电池来维持供电时供电时间短的问题.     

关于盾构隧道管片尺寸的解析

目前盾构隧道管片尺寸设计普遍采用AutoCAD等辅助设计软件作图的方法来完成,设计时或采取某些近似处理或过程比较麻烦,其结果也不便于校核。文章根据解析几何知识并结合管片构造特点推导了管片尺寸相关的解析公式。分析表明,采用该方法既可得到管片尺寸的精确解,也能通过程序计算提高设计效率,且便于校核作图结果。     

超长沉管隧道大型模型试验设计与应用

文章结合港珠澳大桥沉管隧道工程实例,采用局部相似装配式剪力键方案,对超长海底沉管隧道在不均匀沉降及不均匀荷载作用下的节段接头作用机理进行了研究。经材料配比与模型制作,进行了1:4.69的大型沉管节段模型试验;沉降模型试验平台经技术改造,能够满足试验过程中的模型搬运、对接、加载、复位等功能;控制试验平台底部千斤顶的差异沉降,可以模拟沉管节段接头纵向与横向的不均匀变位;采用钢筋计及压力盒对沉管结构钢筋应力、沉管结构与土体的接触压力进行测试,采用电阻应变花和光纤光栅应变花对剪力键表面及内部的应变进行测试。通过对所得试验数据的初步分析,得到了节段接头剪力键剪应力随差异沉降及剪应力沿沉管横截面的分布规律。     

水泥稳定风化岩干缩与温缩性能试验研究

通过对水泥稳定风化岩填料的干缩、温缩试验分析,得出水泥掺量以4％～5％为佳、以5％为优的结论,为进一步研究水泥稳定类花岗岩风化料的路用性能提供了基础试验资料。     

轻型汽车天然气发动机CA4SH—NE3的开发

针对天然气发动机特性,分别对CA4SH-NE3型天然气发动机的燃烧系统、配气系统、电控系统、排气后处理系统进行了优化设计,并进行了系统间的匹配研究.台架试验结果表明.该发动机各项指标值均达到设计目标值,功率、扭矩已达到同类型汽油机水平,从而解决了功率下降问题,排放也达到了国Ⅲ标准.道路试验结果表明.该发动机性能稳定,未出现动力性、经济性下降现象.     

Behavioral modeling of on-demand mobility services: general framework and application to sustainable travel incentives

Transportation - This paper presents a systematic way of understanding and modeling traveler behavior in response to on-demand mobility services. We explicitly consider the sequential and yet...     

Increasing the capacity of signalized intersections by allocating exit lanes to turning movements

Unconventional intersection designs have been used to increase the capacity of intersections that are over‐saturated under conventional ones. However, existing unconventional designs typically require extra land space and their effectiveness often depends on drivers' familiarity with the uncommon operating rules. To overcome these challenges, we propose a new unconventional design, where movements that are mutually incompatible under the conventional design can be made compatible of each other by allocating exit lanes to them appropriately, thereby creating opportunities for capacity improvement. We develop a lane‐based capacity optimization model that incorporates the allocation of exit lanes as decision variables. The model is formulated as a Binary Mixed Integer Linear Programming problem, which can be efficiently solved by standard branch‐and‐bound algorithms. Numerical experiments show that significant capacity improvement can be obtained under our design. Besides proposing a new unconventional design, we also contribute to the literature of lane‐based signal optimization methods by providing a novel linear formulation for the latest, yet nonlinear, model described in Wong and Heydecker [Transportation Research Part B 45(4):667–681]. This improvement is methodologically beneficial as linear models are computationally more convenient than nonlinear ones. Copyright © 2017 John Wiley & Sons, Ltd.     

大断面软岩铁路隧道贯通控制要点

隧道贯通前后施工中涉及到贯通误差的预计及调整,以及合理的施工方案、科学的施工组织等问题;另外隧道贯通段受力结构复杂,尤其是软弱围岩,经常在贯通后出现围岩收敛过大、初期支护变形开裂等现象,若处理不当,容易造成塌方.文章结合兰渝铁路第I合同段隧道群的施工,介绍了隧道贯通前后的施工控制要点.     

轨道交通运行仿真程序的发展现状及展望

为了制定合理的列车运行时刻表,运营管理人员必须借助于仿真程序。介绍了仿真程序的功能需求,以及目前国外使用较多的RailSys、OpenTrack、STRESI等仿真程序的功能,并对仿真程序的未来发展方向进行了讨论。