8G型电力机车受电弓的静接触压力曲线及安全保护设计分析

对８Ｇ型电力机车受电弓的静接触压力曲线进行了解析分析，提出了设计指标和实测结果相符合的解析表达式和图示曲线，并探讨了弓架安全保护设计问题。     

Extreme-response analysis of jack-up platforms

The extreme wave and current response of a typical North Sea jack-up drilling platform has been calculated using nonlinear, stochastic, time-domain analysis techniques. A statistical treatment of the response-time histories has been performed. Appropriate probability distributions have been fitted to simulated response amplitudes and extrapolated to determine extreme values in storms of 3 or 6 h duration. Nonlinear geometric effects and dynamic effects are also addressed.

The results of the nonlinear time-domain analyses are compared to the results of more simplified methods used in jack-up designs.     

非平稳机械振动噪声中瞬态故障信号的检测

结合非平稳机械运行状态,分析了非平稳振动信号中瞬态故障信号和平稳振动信号的特点,介绍了应用小波包理论进行故障信号检测的基本原理.通过小波包变换后,平稳振动信号和瞬态故障信号的小波包-能量谱表现出不同的特性.本文运用统计信号处理的理论,构造了相应统计量进行假设检验判决,判断平稳振动信号中是否存在瞬态故障信号。针对变速箱故障声压信号的非平稳时变特点,给出了小波包分析处理变速箱故障声压信号的原理和方法,并分析了一个变速箱齿根裂纹故障的诊断实例.实验结果表明,该方法可以有效地提取淹没在平稳振动噪声信号中的瞬态故障信号的特征,准确判断出故障,验证了该方法对机械设备进行故障诊断的有效性,对其它类型的机械故障诊断也具有一定的参考价值。     

An application of activity-based travel analysis to simulation of change in behaviour

People are liable to exaggerate their future use of new transport facilities when they are interviewed about it before it is in operation. This is often due to the fact that they have no real frame of reference for the study. In order to overcome this, we have tried to perfect an original behaviour-change simulation method (Section 1). It has been tested on a town on the outskirts of Lyons (France) and has provided interesting results. However, to use it as a forecasting tool, we have to make sure that the assertions by potential users when interviewed are consistent with actual behaviour when the new facilities become available (Section 2). This test was carried out when a new light rail line was introduced in Grenoble (France). A first survey was undertaken before the opening of the new line, and people's actual (new) behaviour was surveyed after the new line opened. It is therefore possible to analyse the validity of the simulation (Section 3).     

壁厚一定时Si／C比对灰铸铁力学性能的影响

通过加强炉前处理，控制Ｓｉ／Ｃ比得到了不同力学性能的灰铸铁。     

SS7型客货运电力机车（8）：基础制动装置和停车制动装置

介绍了ＳＳ７型电力机车基础制动装置和停车制动装置的结构、主要技术参数以及ＤＧ１９、ＤＧ１９Ａ型单缸制动器、ＣＮ１１型储能制动器的工作原理和特点．     

机械系统的模糊—随机可靠性

本文从组成系统的单元出发,在同时考虑模糊性和随机性的基础上,提出了机械系统的模糊—随机响应、模糊—随机安全准则、模糊有效域和模糊—随机可靠度等基本概念,进而利用模糊数学的原理和方法,建立了机械系统模糊—随机可靠度计算的基本理论。     

道岔竖向刚度沿线路纵向分布规律的探讨

提出了固定辙叉单开道岔和可运心轨单开岔中每股钢轨支点弹性系数的计算模型及计算方法,编制了实用计算程序,并对６０ｋｇ／ｍ轨１２号固定辙叉式提速道岔和可动心轨式提速道岔进行分析,给出了竖向刚度沿线路纵向的变化规律。     

大幅面复杂机械图形CAD技术的研究

结合 FW410型液力变矩器泵轮 CAD 软件的研制,本文论述了在微机 CAD 系统上用小屏幕绘制大幅面复杂机械图形和在屏幕上进行快速实时修改的具体做法,对所开发的剖面线绘制方法进行了分析、比较,并扼要阐述了图形、符号及尺寸的自动标注方法.     

高速铁路路基复合注浆材料试验研究

高速铁路路基受施工质量、气候环境、列车荷载等因素影响,易出现冻胀、不均匀沉降等病害。铁路路基病害常采用注浆技术进行处理。为增强铁路路基注浆修复材料的工作性能,通过室内试验对复合注浆材料的力学及耐久性能进行研究,得出性能最佳的复合注浆材料种类及含量。结果表明:含量10%的粉砂使粉煤灰-水泥基注浆材料的28 d抗压强度、抗折强度达到最优值36.6 MPa、14.4 MPa,冻融前后的抗压强度差值最小;含量6%的硅灰使粉煤灰-水泥基注浆材料的28 d抗压强度、抗折强度达到最大值43.6 MPa、17.8 MPa,冻融前后的抗压强度差值最小;含量4.5%的膨胀剂使粉煤灰-水泥基注浆材料的28 d抗压强度、抗折强度达到最大值41.2 MPa、17.6 MPa,冻融前后的抗压强度差值最小。硅灰对复合注浆材料的增强效果最佳,膨胀剂次之,粉砂最差。