基于扭转波原理的旧桥基桩动测方法研究

对旧桥基桩的质量检测是一个老大难问题,目前还缺乏简单、有效的方法.从理论上分析了采用扭转波法检测旧桥基桩桩身完整性的可行性.探讨了上部构造物对扭转波信号传播的影响,并通过现场实测验证了该方法的正确性.     

浅谈曲线桥平行布置法遇到的问题及解决方法

曲线上的桥梁由于偏角不断变化，造成桥梁在设计、施工当中出现种种问题．针对曲线桥的布线特点分析了桥墩布置会出现的问题．并提出了相应的解决方法。     

三维船体曲面模型建立方法及程序实现

该文对应用实体造型技术建立船体曲面模型的方法进行了研究。在So lidW orks建模环境中使用VB作为二次开发工具,通过应用程序实现了三维NURBS船体曲面模型的建立。并用实例验证了程序的适用性,为进一步建立数字化的船体曲面产品模型奠定了基础。     

Extended study of railway vehicle lateral stability in a curved track

This article presents results of the studies aimed at more accurate stability analysis of railway vehicles in a curved track. More accurate analysis means extended study of the stability as compared with the method used by the authors so far. New measures undertaken by the authors in order to achieve the goal are explained. Besides, differences between results obtained with the earlier and extended approaches are presented and discussed. Results that are expected on the basis of the theory are confronted with practical capabilities to generate them through simulations at the same time. The issues of interest are precise determination of nonlinear critical velocity, determination of linear system critical velocity, determination of unstable periodic and unstable stationary solutions, existence of multiple solutions and correct determination of velocity at which unbounded growth of the solutions (lateral dynamics coordinates) happens during calculations resulting in their stop.     

山区铁路曲线轨道综合强化技术的理论与实践

结合成都铁路局所辖线路的实际,扼要介绍了具有现 实普遍意义的山区铁路曲线轨道强化基本原理及曲线轨道综 合配套强化技术对策。     

The solution of minimum reliability arbitrary curved beam index for modified weak point of under pure bending

This paper is based on the fundamental loading model of pure bending and the analytical model of a circular beam element with arbitrary initial deflection. The L.W. Guo solution is modified and generalized according to the elastic theory, and the analytical solution for the stress of the beam element with arbitrary initial deflection under pure bending is derived. Using yield theory of edge strength, an expression for the safety margin of one point in the arbitrary curved beam under pure bending （ACPB） is built. This paper modifies the model for weak points of service structures and establishes a foundation for safe design and inspection of imperfect structures. Also, according to the theory of the method of advanced first-order second-moment（AFOSM） , this paper derives an expression for the reliability index of one point in ACPB. Lastly, it modifies the solution for weak points by solving the minimal reliability index.     

斜支承曲线梁桥内力影响因素分析

为了深入了解斜支承曲线梁桥的受力性能,基于结构力学的力法原理,推导了任意斜度的斜支承曲线梁桥的内力计算公式。以这些公式为依据,编制了相应电算程序,详细分析了荷载作用位置、荷载类型、弯扭刚度比、斜度、圆心角等因素对斜支承曲线梁桥受力性能的影响。绘制的大量曲线清晰地显示了各项因素对斜支承曲线梁桥受力性能的影响规律。     

桥下高速行驶列车对桥梁主梁位置风环境的影响研究

高速列车行驶时对周围的压力场和速度场产生强烈的变化,激烈的空气动力效应对周围环境产生一定作用,从而影响周围建筑和结构的抗风安全性。由于采用风洞试验测试手段研究此类问题在技术上尚存在难以克服的困难,因此,以计算流体力学Fluent软件为仿真平台,采用"动网格"技术,编写UDF列车行驶路线程序,对无侧风、微小侧风以及桥梁设计侧风速作用下高速列车以不同列车速度通过桥底的数值模拟,并对行车路线方向的桥梁主梁断面进行布点监测,给出高速列车通过桥底区域时的速度和压力空间分布规律,计算各侧风速、不同列车速度情况下列车风对桥梁主梁局部位置的冲击载荷,从而研究各工况下列车风对桥梁主梁的气动作用,为桥梁设计单位提供具有参考价值的结论和建议。     

120m新型远洋渔船燃油舱保护设计

《远洋渔船2015》中指出,将合计燃油舱容积为600 m3及以上的所有远洋渔船的燃油舱保护规则纳入新造渔船的考核指标。本文针对某新型120 m远洋拖网渔船,依据燃油舱保护要求,兼顾渔船方型系数小、渔船空间有限等特殊性质,采用确定式隔离法,对新型远洋渔船的燃油舱进行设计;借助HD-SHM2005型线光顺软件将该船舷侧内壳设计成曲面,并在此曲面上进行后续曲面板材和曲面型材的建模、曲面零件的展开和加工数据的生成,既优化了船体空间又提高了生产设计效率。