测角观测误差在初轨确定中的传布

本文用非线性规划方法探讨了初轨确定问题。测角观测误差看作为参数的微摄动,而非线性规划的灵敏性分析模型（ｆｈｐ） 建立在无摄动的情况下。由此,得出了在一阶近似下轨道根数计算值和测角观测误差值间关系的分析表达式。     

乳腺癌的钼靶超声联合与单一钼靶诊断准确率的对比研究

目的：评价钼靶超声联合与单一钼靶诊断乳腺癌准确率的对比及价值。方法：回顾性分析经手术及病理证实同时行钼靶与超声检查的乳腺癌患者62例,分别在未知及已知超声诊断的情况下对乳腺钼靶片进行分析诊断,与病理对照所得其准确率并进行对比。结果：62例乳腺癌,包括浸润性导管癌58例,小叶癌2例,髓样癌2例。单一钼靶诊断正确41例,钼...     

峨眉宝光研究之三--宝光中摄身光影的研究

否定了美国格林勒于1980年提出的摄身光影半影原理，阐述了摄身光影能自宝光环中变大漫出的科学原理，并将最常见的摄身光影分为3种类型，还解释了历来观察摄身光影时常提到而未能回答的“各人自见其影”之说，并对此说作了符合实际的修正。     

A projective approach to orbit determination from three sight-lines

Concepts from projective geometry are used to provide a coherent framework for the determination of orbits from observation data comprising lines of sight at three known times. A novel way of presenting the results in a finite diagram is introduced, The effectiveness of the approach is demonstrated by an example, using a simple spreadsheet. A computer-graphic implementation is recommended.     

A reassessment of dynamic characteristics of the Quincy Bayview Bridge using output‐only identification techniques

A reassessment of the dynamic characteristics of the 542 m cable‐stayed Bayview Bridge in Quincy, Illinois, is presented using a newly developed output‐only system identification technique. The technique is applied to an extensive set of ambient vibration response data acquired from the bridge in 1987. Vertical, torsional and transverse modal frequencies of the deck are identified, and uncertainty in damping values are estimated using an automated procedure on several redundant measurements at four locations. Important practical implementation issues associated with the implementation of the procedure and selection of algorithm design parameters for stochastic subspace identification techniques are discussed. An overall mean and standard deviation of damping of 1.0±0.8% is estimated considering all identified vertical, torsional and transverse modes in the 0–2 Hz band. The mean damping for the fundamental vertical mode (0.37 Hz) is identified as 1.4±0.5%, and for the first coupled torsion–transverse mode (0.56 Hz) is identified as 1.1±0.8%. Variability in the damping estimates is shown to decrease as estimated modal RMS acceleration levels increase. Standard deviations on estimated damping range from 0.05% to 2%. The results are shown to be a substantial improvement in the evaluation of damping compared to earlier spectral analysis conducted on the same data set. Copyright © 2005 John Wiley & Sons, Ltd.     

峨眉宝光研究之三——宝光中摄身光影的研究

否定了美国格林勒于1980年提出的摄身光影半影原理,阐述了摄身光影能自宝光环中变大漫出的科学原理,并将最常见的摄身光影分为3种类型,还解释了历来观察摄身光影时常提到而未能回答的“各人自见其影”之说,并对此说作了符合实际的修正。     

高铁轨道中长波不平顺值计算新方法研究

高铁轨道中长波不平顺值是评价轨道几何状态的重要参数,也是指导高速铁路现场轨道精调作业的主要依据,是列车安全高速运行的重要指标之一。本文针对目前高铁轨道矢距差法计算不平顺值,存在计算复杂、计算与检测弦起点的选择有关、结果并不唯一、计算值与实际轨道精调作业调整量方向不一致等问题,提出基于坐标绝对偏差法计算轨道中长波不平顺值的新方法。利用该方法不仅使轨道中长波不平顺值的计算变得简单,而且还与轨道检测弦的起点无关,计算结果唯一,并能满足工程实际需要。     

Output only modal identification and structural damage detection using time frequency ＆ wavelet techniques

The primary objective of this paper is to develop output only modal identifi cation and structural damage detection.Identif ication of multi-degree of freedom(MDOF) linear time invariant(LTI) and linear time variant(LTV—due to damage) systems based on Time-frequency(TF) techniques—such as short-time Fourier transform(STFT),empirical mode decomposition(EMD),and wavelets—is proposed.STFT,EMD,and wavelet methods developed to date are reviewed in detail.In addition a Hilbert transform(HT) approach to determine ...     

Output‐only structural identification in time domain: Numerical and experimental studies

By identifying changes in stiffness parameters, structural damage can be detected and monitored. Although considerable progress has been made in this research area, many challenges remain in achieving robust structural identification based on incomplete and noisy measurement signals. The identification task is made even more difficult if measurement of input force is to be eliminated. To this end, an output‐only structural identification strategy is proposed to identify unknown stiffness and damping parameters. A non‐classical approach based on genetic algorithms (GAs) is adopted. The proposed strategy makes use of the recently developed GA‐based method of search space reduction, which has shown to be able to accurately and reliably identify structural parameters from measured input and output signals. By modifying the numerical integration scheme, input can be computed as the parameter identification task is in progress, thereby eliminating the need to measure forces. Numerical and experimental results demonstrate the power of the strategy in accurate and efficient identification of structural parameters and damage using only incomplete acceleration measurements. Copyright © 2007 John Wiley & Sons, Ltd.     

初轨计算中角资料观测误差传播的一些讨论

用非线性规划方法处理初轨计算问题,将观测误差看成参量的微小扰动量。在无摄情况下,建立了非线性规划中的灵敏度分析模型（ｆｈｐ）。由此推导,在无摄情况下关于角资料观测误差对角资料观测真值的影响的误差传播分析公式（一阶近似）。