井架结构安全承载力动态参数评定方法

用振动理论研究井架结构固有频率与作用载荷的关系,并对现场在用井架模型进行了有限元数值分析,得出井架结构作用载荷与其固有频率平方之间的线性关系,提出测试井架在零载和有载作用下的固有频率来评定安全承载能力的方法,并应用此方法对现场在用井架进行了测试和安全评定.     

Working mechanism of two-direction reinforced composite foundation

Based on the discussion about working mechanism of horizontal reinforcement and that of vertical reinforcement,respectively,the working mechanism of two-direction reinforced composite foundation was studied.The enhancing effect of horizontal reinforcement on vertical reinforced composite foundation was analyzed.A simplified calculation method for such two-direction reinforced working system was presented.A model experiment was carried out to validate the proposed method.In the experiment,geocell reinforcement worked as the horizontal reinforcement,while gravel pile composite foundation worked as the vertical reinforcement.The results show that the calculated curve is close to the measured one.The installation of geosynthetic reinforcement can increase the bearing capacity of composite foundation by nearly 68% at normal foundation settlement,which suggests that the enhancing effect by geosynthetic reinforcement should be taken into account in current design/analysis methods.     

船舶电站柴油机双脉冲H∞调速器的研究

船舶电力系统频率的稳定性主要取决于船舶电站柴油机调速系统的转速响应特性．为了抑制负荷的扰动,提高柴油机双脉冲调速器的动态精度,本文将H_∞控制理论应用于柴油机调速系统的设计,将系统的性能要求转化为标准H_∞控制问题．建立了采用双脉冲H_∞调速器的柴油机调速系统的数学模型,针对外部干扰和模型的不确定性,双脉冲H_∞调速器的设计可以归结为混合灵敏度问题．计算机仿真实验结果表明,本文设计的双脉冲H_∞调速器能在充分考虑系统模型不确定性的情况下,有效提高系统的动态精度和抑制扰动的能力,改善船舶电力系统频率的稳定性．     

拱形波纹钢屋盖增强方法

拱形波纹钢屋盖是一种典型的冷弯薄壁空间钢结构,应用范围广泛,具有诸多优点。但其承载力不高,刚度较低,适用的跨度范围有限。提出了一种结构增强方法,介绍了增强措施及特点,采用ABAQUS软件包建立了增强结构的有限元模型,针对不同跨度、矢高及荷载工况,分析了增强前后结构的极限承载力和变形,并进行了比较。结果表明:增强方法显著提高了拱形波纹钢屋盖的极限承载力和刚度,具有一定的适用价值。     

Experimental research on ultimate bearing capacity of grouted-round-steel-tube N-joint

As an important structural member in self-supporting concrete floor during construction,encased steel truss-concrete composite beam has brilliant prospect in outer-jacketing structures for adding stories or mega frame structures.Compared with encased angle truss,encased round steel tube truss can facilitate layout of itself in column and facilitate layout and anchorage of prestressed reinforcement placed horizontally.N-joint is wildly used in encased steel truss.For cave-in failure easily occurs in hollow steel-tube joint,the idea that the chord is grouted to increase cave-in bearing capacity of hollow tube is proposed.Test results of 8 grouted-round-steel-tube N-joints from the beginning of loading to failure are reported.Mechanical property and failure mode of this kind of truss joint are analyzed,and the formulas of ultimate bearing capacity of the joint corresponding to different failure modes are established.All these can provide basic data for spreading encased steel truss-concrete composite beam.     

基于性能理论的RC框架结构抗震设计新法

根据现行规范的"三水准"设防目标定义结构的性能水平及性能目标,从满足性能目标的Pushover分析结果出发,分析了框架结构弹性刚度、设计承载力取值以及梁柱端配箍特征值三因素对Pushover曲线走势的影响.一方面,找出能够满足性能目标的结构弹性刚度及设计承载力取值;另一方面,通过变形能力设计方法,验证了现行规范框架结构的构造措施基本满足变形能力要求.建立了以规范的抗震设计过程为基础,能够满足结构性能目标的一种新的抗震设计方法,并通过算例分析说明了该方法的基本过程.     

四面受火钢筋混凝土偏压柱承载力的灰色预测

根据钢筋混凝土偏心受压柱在不同温度(20℃~650℃)后的承载力试验的结果,利用灰色系统理论建立了预测四面受火后钢筋混凝土偏心受压柱剩余承载力的GM(1,1)模型.并以后验差比值方法检验了模型的精度,检验结果表明该模型的精度较高.     

地基承载力计算中强度指标的理论分析

基于有效应力强度指标的唯一性假设和不同固结与剪切应力路径下正常固结土三轴压缩总应力强度指标与有效应力强度指标的理论关系式,讨论了取样应力改变、非各向均等固结、非常规剪切应力路径对总应力强度指标的影响;根据条形基础均布荷载下地基中的应力假设和应力特点,分析了地基内考虑应力条件的强度指标理论数值及其空间分布;讨论了应用不同强度指标理论值时地基承载力的计算结果及总应力强度指标的选用问题.     

滚动轴承的智能诊断系统研究

利用虚拟仪器平台,选用加速度传感器和声级计拾取滚动轴承的振动信号和声信号,运用小波分析提取轴承特征信号;构建了基于BP神经网络的数据融合结构,实现轴承故障的智能诊断,提高了诊断效率和准确性.     

视觉测量技术在滚针轴承自动化生产中的应用

视觉测量技术是建立在计算机视觉研究基础上的一门新兴技术,基于视觉测量系统具有抗干扰能力强,效率高,组成简单等优点,非常适合生产现场的在线、非接触检测及监控.介绍了该技术在滚针轴承自动生产线上的应用.