MT阻抗张量的正则分解和参数重建

对大地电磁（ＭＴ）阻抗张量正则分解的基本理论进行了阐述,重建了物理意义明确的参数体系。通过理论推导和等价性讨论,说明新参数与传统的坐标轴旋转法参数之间的对应关系,使这一数据处理方法能够成为用于大地电磁测深的实用技术。     

运动物体生成内波的一类非线性谱方程组

本文给出了由运动物体所生成内波的基本方程组和对应的谱方程组。该方程组的线性部分是一具有体积源 (其下简称为体源 )的 Sturm- Liouville本征值问题 ,而它的非线性部分是由体源与线性波场相互作用的谱表示。在这类强迫方程的源项中包含了 10类内波谱 ,这些谱最终均可利用内波的振幅谱表示。本文给出了线性波场波要素的谱表示和运动物体生成内波的非线性谱方程可解性的讨论。为了检验所得到的谱方程组 ,文中又进行了该谱方程组线性部分的数值计算。     

A conceptual–numerical model to simulate hydraulic head in aquifers that are hydraulically connected to surface water bodies

In this paper, we present a conceptual‐numerical model that can be deduced from a calibrated finite difference groundwater‐flow model, which provides a parsimonious approach to simulate and analyze hydraulic heads and surface water body–aquifer interaction for linear aquifers (linear response of head to stresses). The solution of linear groundwater‐flow problems using eigenvalue techniques can be formulated with a simple explicit state equation whose structure shows that the surface water body–aquifer interaction phenomenon can be approached as the drainage of a number of independent linear reservoirs. The hydraulic head field could be also approached by the summation of the head fields, estimated for those reservoirs, defined over the same domain set by the aquifer limits, where the hydraulic head field in each reservoir is proportional to a specific surface (an eigenfunction of an eigenproblem, or an eigenvector in discrete cases). All the parameters and initial conditions of each linear reservoir can be mathematically defined in a univocal way from the calibrated finite difference model, preserving its characteristics (geometry, boundary conditions, hydrodynamic parameters (heterogeneity), and spatial distribution of the stresses). We also demonstrated that, in practical cases, an accurate solution can be obtained with a reduced number of linear reservoirs. The reduced computational cost of these solutions can help to integrate the groundwater component within conjunctive use management models. Conceptual approximation also facilitates understanding of the physical phenomenon and analysis of the factors that influence it. A simple synthetic aquifer has been employed to show how the conceptual model can be built for different spatial discretizations, the parameters required, and their influence on the simulation of hydraulic head fields and stream–aquifer flow exchange variables. A real‐world case was also solved to test the accuracy of the proposed approaches, by comparing its solution with that obtained using finite‐difference MODFLOW code. Copyright © 2011 John Wiley & Sons, Ltd.     

面向地面点识别的机载LiDAR点云分割方法研究

提出一种面向地面目标识别的机载LiDAR点云分割方法。方法首先求每个激光脚点的法向量和残差,由此确定种子点和种子平面;然后对种子点进行区域生长,生长的过程中以邻接点到种子平面的距离和邻接点与种子点的法向量角度差作为相似性的度量标准;当全部的扫描点都被划分,则算法终止。实验表明,文中提出的分割方法,对于城区区域和农村区域的地面目标有很好的识别效果。     

考虑一阶系统参与组合的复模态分解反应谱法

对地震作用下结构反应的复模态分解反应谱法进行了研究,指出在复模态分解反应谱法中,具有实特征值的模态不必组成二阶振动系统,可按一阶线性系统参与模态组合,且一阶线性系统只需要一条反应谱。给出了相应的复模态完全平方组合(CCQC)系数计算公式,该公式包括了一阶系统响应的相关函数和一阶系统响应与二阶系统响应之间的相关函数。通过算例验证了方法的可行性。     

产生有限维可积系统的一个新方法

通过对一族耦合非线性扩散议程及基相关的特征问题的研究，证明了此特征问题的解空间与对应的非线性Lenard特征值问题的空间是微分同胚的，文吲入的次Lenard算子对，拓展了非线性化方法的应用范围。     

Finite element model updating for structures with parametric constraints

This paper presents a finite element (FE) model updating procedure applied to complex structures using an eigenvalue sensitivity‐based updating approach. The objective of the model updating is to reduce the difference between the calculated and the measured frequencies. The method is based on the first‐order Taylor‐series expansion of the eigenvalues with respect to some structural parameters selected to be adjusted. These parameters are assumed to be bounded by some prescribed regions which are determined according to the degrees of uncertainty that exist in the parameters. The changes of these parameters are found iteratively by solving a constrained optimization problem. The improvement of the current study is in the use of an objective function that is the sum of a weighted frequency error norm and a weighted perturbation norm of the parameters. Two weighting matrices are introduced to provide flexibility for individual tuning of frequency errors and parameters' perturbations. The proposed method is applied to a 1/150 scaled suspension bridge model. Using 11 measured frequencies as reference, the FE model is updated by adjusting ten selected structural parameters. The final updated FE model for the suspension bridge model is able to produce natural frequencies in close agreement with the measured ones. Copyright © 2000 John Wiley & Sons, Ltd.     

高分辨率相干体分析技术及其应用

应用相干分析技术可研究复杂地质构造、断裂发育区、预测裂缝发育带,但传统的相干分析技术有许多局限性.本文给出了一种基于本征值结构的高分辨率相干体分析技术基本原理和关键参数选择方法,通过基于本征值结构的高分辨率相干体属性计算,可获得许多有关断层、微裂缝、岩性扣岩相变化等储层重要特征参数,能够更加清晰地描述地质体产状的细微变化,从而为地质学家研究构造的变形及岩性变化等提供强有力的技术手段.传统的相干分析技术与高分辨率相干体分析技术在准噶尔盆地西北缘车排子地区实际地震资料的处理结果对比表明,高分辨率相干体分析技术用于检测断层、裂缝等,效果显著.     

关于渗流有限单元法因时空离散而产生的误差讨论

应用有限单元法进行地下水模拟及管理,由于把本来连续的时间和空间离散化,因而会造成一定误差,有时这种误差是不容忽视的.通过计算实例,分析了不同的空间、时间离散格式而产生的误差,应用迭加原理及特征值有限单元法,将因空间和时间离散而产生的误差区分开来,并探讨了减小误差的方法.     

地震多矢量属性相干数据体计算及应用

在对相干分析算法研究的基础上,研究了一种新的相干分析算法-基于特征值结构的地震多矢量属性相干算法.该算法克服了单一属性相干算法的信息量不全的缺陷.既充分利用多属性的多方位信息,又要使其相互之间不发生矛盾,最大限度提高地质体边界的分辨率.经实际资料分析验证,结果非常理想.