A THREE-DIMENSIONAL ELASTICITY SOLUTION FOR TWO-DIRECTIONAL FGM ANNULAR PLATES WITH NON-UNIFORM ELASTIC FOUNDATIONS SUBJECTED TO NORMAL AND SHEAR TRACTIONS

In the present paper, bending and stress analyses of two-directional functionally graded （FG） annular plates resting on non-uniform two-parameter Winkler-Pasternak founda- tions and subjected to normal and in-plane-shear tractions is investigated using the exact three- dimensional theory of elasticity. Neither the in-plane shear loading nor the influence of the two- directional material heterogeneity has been investigated by the researchers before. The solution is obtained by employing the state space and differential quadrature methods. The material proper- ties are assumed to vary in both transverse and radial directions. Three different types of variations of the stiffness of the foundation are considered in the radial direction： linear, parabolic, and sinu- soidal. The convergence analysis and the comparative studies demonstrate the high accuracy and high convergence rate of the present approach. A parametric study consisting of evaluating effects of different parameters （e.g., exponents of the material properties laws, the thickness to radius ratio, trends of variations of the foundation stiffness, and different edge conditions） is carried out. The results are reported for the first time and are discussed in detail.     

排水固结法的优化设计

经过排水固结法的经济分析及软土排水固结过程中的强度分析，提出了砂井参数及加载计划（工期）的优化设计方法。     

Vertical vibrations of elastic foundation resting on saturated half-space

This paper is mainly concerned with the dynamic response of an elastic foun- dation of finite height bounded to the surface of a saturated half-space.The foundation is subjected to time-harmonic vertical loadings.First,the transform solutions for the governing equations of the saturated media are obtained.Then,based on the assumption that the contact between the foundation and the half-space is fully relaxed and the half- space is completely pervious or impervious,this dynamic mixed boundary-value problem can lead to dual integral equations,which can be further reduced to the Fredholm integral equations of the second kind and solved by numerical procedures.In the numerical exam- ples,the dynamic compliances,displacements and pore pressure are developed for a wide range of frequencies and material/geometrical properties of the saturated soil-foundation system.In most of the cases,the dynamic behavior of an elastic foundation resting on the saturated media significantly differs from that of a rigid disc on the saturated half-space. The solutions obtained can be used to study a variety of wave propagation problems and dynamic soil-structure interactions.     

双参数地基上圆（环）板轴对称稳态振动的解析解

本文应用贝塞尔函数理论，根据不同的ω值获得了双参数地基上圆（环）板轴对称稳态振动的解析解。最后，给出了一些计算结果。     

空间目标光电探测与识别技术的研究

空间目标探测与识别技术是空间资源开发、空间安全等方向应用的前提条件。其中光电系统又可以提供高精度、高准确性的探测。介绍了目前各国应用的多种地基和天基空间目标探测与识别系统,并对各系统的性能进行了详细的分析和总结。在此基础上讨论了空间目标探测领域所涉及到的各种关键技术及相应的需求方向。最后给出了未来空间目标光电探测系统的发展趋势。     

一种准确度高的土工测试数据拟合新方法

针对目前岩土工程土工测试数据处理方法的不足,给出了一种能够减少端点导数误差的三次样条拟合方法.三次样条函数拟合是曲线拟合的一个公认的较好方法,它具有很好的分段光滑性.但当端点的导数值无法精确得到时,会给样条拟合的准确性带来较大的影响.为了尽量减少这种误差的出现,本文提出先用多项式函数对前、后各一小部分测量数据点进行拟合后,再对函数求导,得到所需端点导数带入三次样条函数,最终得到更加准确的拟合结果.采用文中建立的拟合方法,对地基沉降实测数据进行分析,拟合结果表明本文方法的工程适用性强、拟合准确度高.     

多层地基的弹塑性分析

提出了多层地基的弹塑性力学分析方法,该方法建立在严格的数学、力学基础上,所推得的泛函求解式子具有可靠、明了的特点。通过有限元离散后,归结出一个求自由变量的二次规划问题,用所设计的算法进行求解,可避开传统迭代法中反复迭代的过程,具有高效、优化等特点。此方法可用于多层地基的路面设计以及对地基工作状态进行分析。     

软土地基深基坑围护方案综合评价

针对国内目前深基坑围护方案设计中,只重视技术设计。而缺乏对造价、环境、工期及不可见等因素综合考虑的现状,本文建立了基于一定设计条件下对围护设计方案综合评价的模糊识别矩阵。     

层状地基参数的频域识别

在分析水平层状地基运动特征的基础上, 通过研究地层系统的特征值和特征向量与地层参数之间的关系, 修正测量得到的数据与理论计算结果之间的偏差, 建立了层状地基参数的频域识别方法。并利用大型振动台上的地基模型试验数据, 实施了层状地基的参数识别过程。结果表明, 该方法产生良好的地基参数估计。