裂缝性底水油藏储气库最大工作气量的预测方法

利用华北油田水驱开发晚期裂缝性碳酸盐岩块状底水油藏改建大型地下储气库，对保障京、津、冀等地区安全、平稳供气，具有重要意义。虽然前期对华北任11井裂缝性碳酸盐岩块状底水油藏改建地下储气库的可行性已开展了相关研究工作，但没有解决工作气量、气垫气量优化评价的关键技术问题。文章通过借鉴国外含水层储气库注采运行的经验，在物质平衡原理基础上，提出了描述裂缝性碳酸盐岩块状底水油藏改建地下储气库工作气量预测的数学模型。该模型能较准确地预测随油气界面下移，气库能达到的最大工作气量和相应气垫气量。通过实例求解得出注气增压系数对工作气量及其在库容量中所占的比例影响较大。随着注气增压系数的增大，工作气量及所占的比例迅速增加，气库效率随之提高，因此，提高注气增压系数是提高裂缝性碳酸盐岩块状底水油藏储气库效益的重要途径。     

地下埋藏式钢岔管抗外压稳定性分析

考虑了钢岔管与混凝土垫层的初始缝隙和初始几何缺陷,给出了一套地下埋藏式钢岔管抗外压稳定性的三维有限元分析和求解方法。采用该方法分析某工程实例,将其成果与阿氏公式计算的结果进行了比较,证明了该方法的可行性,并得到一些对工程设计有参考价值的成果。     

控制爆破在复杂基坑开挖中的应用

在紧邻厂房中控室的基坑开挖中，根据复杂环境条件与施工要求，采用浅孔微差爆破并通过选取合理开沟掏槽位置来控制最小抵抗线方向以及控制一次最大起爆药量等措施，达到了控制飞石、降低爆破地震的效果，保证了爆破质量与爆破安全，提高了施工效率。     

Determining the Instantaneous Effective Energy of x-Ray Tube Bremsstrahlung

A method is described for determining the instantaneous effective energy of x-ray tube brehmsstrahlung by means of two semiconductor detectors employing epitaxial GaAs structures and a measurement circuit, which together determine the effective energy with an error of 5% in the range 20–80 keV in the presence of nonlinearity in the detector response.     

复合材料管状结构的能量吸收性能

复合材料结构作为防撞结构的能量吸收元件,已经逐步得到工程领域的广泛认同。复合材料结构的能量吸收能力是一种特殊要求的力学性能,它的研究目标和研究手段有其独特之处。综述了近年来复合材料管状结构能量吸收性能研究的最新进展,以及有待进一步研究的问题。     

Moving Least-Squares Differential Quadrature Method for Free Vibration of Antisymmetric Laminates

In this paper, the moving least-squares differential quadrature (MLSDQ) method is employed for free vibration of thick antisymmetric laminates based on the first-order shear deformation theory. The generalized displacements of the laminates are independently approximated with the centered moving least-squares (MLS) technique within each domain of influence. The MLS nodal shape functions and their partial derivatives are computed quickly through back-substitutions after only one LU decomposition. Subsequently, the weighting coefficients in the MLSDQ discretization are determined with the nodal partial derivatives of the MLS shape functions. The MLSDQ method combines the merits of both the differential quadrature and meshless methods which can be conveniently applied to complex domains and irregular discretizations without loss of implementation efficiency and numerical accuracy. The natural frequencies of the laminates with various edge conditions, ply angles, and shapes are calculated and compared with the existing solutions to study the numerical accuracy and stability of the MLSDQ method. Effects of support size, order of completeness of basis functions, and node irregularity on the numerical accuracy are investigated in detail.     

Finite element piezothermoelasticity analysis and the active control of FGM plates with integrated piezoelectric sensors and actuators

 An efficient finite element model is presented for the static and dynamic piezothermoelastic analysis and control of FGM plates under temperature gradient environments using integrated piezoelectric sensor/actuator layers. The properties of an FGM plate are functionally graded in the thickness direction according to a volume fraction power law distribution. A constant displacement-cum-velocity feedback control algorithm that couples the direct and inverse piezoelectric effects is applied to provide active feedback control of the integrated FGM plate in a closed loop system. Numerical results for the static and dynamic control are presented for the FGM plate, which consists of zirconia and aluminum. The effects of the constituent volume fractions and the influence of feedback control gain on the static and dynamic responses of the FGM plates are examined. Received: 13 March 2002 / Accepted: 5 March 2003 The work described in this paper was supported by a grant awarded by the Research Grants Council of the Hong Kong Special Administrative Region, China (Project No. CityU 1024/01E).     

关于后张预应力混凝土结构优化设计的几个问题

结合UP软件编程实践，本文对后张预应力混凝土结构计算程序中引入优化功能的意义进行了论述，提出了预应力筋与普通钢筋之间的最优搭配关系，优化原点概念及相关影响因素，列出了优化计算程序所应涉及的基本计算内容，并对当前后张预应力混凝土结构设计中的一些观点提出了不同意见。     

论城市可持续性发展与地下空间利用

本文分析了目前制约我国城市可持续发展的最主要因素是低效率的土地利用方式 ,若使地上、地面、地下空间协调发展 ,合理科学的规划好地下空间 ,珍惜地下空间资源 ,健全地下空间法律法规 ,统一地下空间管理机构 ,则可高效率的利用土地。     

钢筋混凝土结构空间有限元分析的体梁组合单元

本文提出了一种用于钢筋混凝土结构空间有限元分析的体梁组合单元模型。该模型将混凝土体元内的钢筋作为能承受轴力、剪力、弯矩和扭矩的梁元,根据钢筋和混凝土在单元内的位移协调条件和虚功原理将两者组合成一个单元。体梁组合单元模型能较全面地反映混凝土内钢筋的力学效应,能适应钢筋的任意布置方式,容许用较大的单元对结构进行离散,解决了大型钢筋混凝土结构有限元分析的单元划分问题。数值算例及其与解析解的比较演示了模型的可行性和精度。