特高含水期井震结合注采系统挖潜调整研究

进入特高含水期后,开展注采系统调整挖潜剩余油是油田持续稳产的关键.为了提高特高含水阶段油田采收率,提出井震结合方法精细标定构造层位、认识储层特征,构建地质模型并数值模拟剩余油分布,针对剩余油应用井震结合解释成果设计注采系统调整方案并优化相应注水强度.实验区块研究结果表明:特高含水期,采用井震结合注采系统调整方法最终产油量和采收率分别提高31.21×10~4t和1.54%,能够达到有效挖潜剩余油的目的;而改变注水强度对最终开发效果影响显著,随着注水强度增加,采收率先增大后减小,存在最佳的注水强度为9m~3/d·m.     

Wave reflection and refraction in triclinic crystalline media

Summary In this paper, the reflection and refraction of a plane wave at an interface between two half-spaces composed of triclinic crystalline material is considered. It is shown that due to incidence of plane wave three types of waves, namely quasi-P (qP), quasi-SV (qSV) and quasi-SH (qSH), will be generated governed by the propagation condition involving the acoustic tensor. A simple procedure has been presented for the calculation of all the three phase velocities of the quasi waves. It has been established that the direction of particle motion is neither parallel nor perpendicular to the direction of propagation. Relations are established between directions of motion and propagation, respectively. The expressions for reflection and refraction coefficients of qP, qSV and qSH waves are obtained. Numerical results of reflection and refraction coefficients are presented for different types of anisotropic media and for different types of incident waves. Graphical representations have been made for incident qP waves, and for incident qSV and qSH waves numerical data are presented in tables.The work was completed while the author was visiting the University of Kaiserslautern, Department of Geomathematics as Visiting Professor. The Author is grateful to Professor Dr. W. Freeden for providing DAAD fellowship and all the facilities for conducting research, as well as to Dr. V.Michel for various discussions about the research work and also for all kinds of help during his stay at Kaiserslautern, Germany. This award is very gratefully acknowledged.     

爆炸地震波评价地面毁伤效应的实验研究

通过实验探索爆炸地震波评价爆源对地面冲击波毁伤效应的可能性 ,结果表明 ,在相同的地层状态条件下和一定的距离范围内 ,用爆炸地震波评价爆源对地面的毁伤效应是可行的。这在很大程度上弥补了利用空气冲击波压力测试和模拟目标毁伤评价燃料空气炸药 (FAE)爆源爆炸空气冲击波威力的不足。     

悬挂减振原理在图书馆书库设计中的应用分析

 应用悬挂减振原理，在图书馆书库设计中将书架设计成悬挂体系， 通过结构体系的时程分析和谱分析得出，该方法较一般的书库设计方法 有明显的减振效果，还可减少楼板荷载，减少楼板厚度，有良好的应用 价值.     

土-桩-结构相互作用体系随机地震反应分析

本文采用随机振动理论与有限元技术相结合的方法，以基岩随机地震作为输入，对群桩基础和土-桩-结构相互作用体系进行了三维随机地震反应分析。文中首先以一3X3群桩基础作为分析模型，探讨了桩-土-桩动力相互作用对承台随机地震反应的影响；然后，用单自由度体系模拟上部结构，分析了上部结构惯性对桩基承台随机地震反应的影响。在此基础上，以某桥桥墩为背景，用多自由度体系模拟上部结构，建立了土-桩-结构相互作用体系的三维分析模型，获得了桩基承台的功率谱响应、以及桩顶处的主应力标准差和主应力速率标准差等结果，探讨了群桩顶部各桩主应力标准差的分布规律，得到了一些有应用价值的结果。     

Dynamic Modes of One Seismic-Damping Mechanism with Frictional Bonds

The possible states of a system of interacting solids with rolling friction and unilateral sliding friction bonds are analyzed. The system can be used for seismic isolation of buildings. The structures (modes) of motion are established. The basic analytical relations are derived, which are needed to construct a dynamic model of variable structure     

Seismic behavior of insulated hollow-brick cavity walls using quasi-static experimentation

This paper focuses on an experimental investigation of different types of insulated hollow-brick cavity walls, i.e., walls with a door opening, with a window opening and without any opening, characterized with different tie bar arrangements, subjected to slowly applied cyclic loads. The cracking and damage patterns, strength and stiffness degradation and deterioration, energy dissipation capacity and hysteretic feature are analyzed. Based on the experimental results, the formulae of calculation for the cracking load and the ultimate load of cavity wall are mathematically established. The evaluation equation of strength and stiffness degradation of walls is presented and its parameters are numerically given from regression results. The original characteristic curves of recovery force-displacement of actual specimens under cyclic loads are discussed, and then a standard recovery force-displacement model is suggested with convenient forms for implementation.     

多相位激励随机地震响应快速算法

对多支承激励间存在相位差的平稳随机响应分析问题给出了计算各种自谱密度及互谱密度的快速直接算法。此法计入了所有参振振型间的互相关项，以及各激励间的互相关项，是快速、简便、精确的频域分析方法，并可用实振型方便地处理非正交阻尼矩阵。     

沟槽对建筑物减震作用的动光弹研究

本文用动光弹方法实验研究了沟槽对爆炸地震波的衰减作用和对建筑物的保护作用分析表明:在模型实验条件下,当槽深大于20mm时,地震波的大部分能量被槽挡住,地震波对槽后的建筑物影响甚小,当槽深小于15mm时,槽与建筑物之间应力场较强,临界深度在15～20mm左右,这一深度大约是爆生瑞利波波峰深度的3～4倍。槽宽度对地震波衰减作用不大。     

圆形地下连续墙场地地震反应的简化计算方法

首先将水平地震荷载作用沿环向展开为傅立叶级数,利用沿圆周法向和切向两个方向的正交性,再将水平地震荷载转化为一致横向荷载组合,使三维求解问题转变为一系列旋转子午面上二维问题的叠加,进而提出圆形地下连续墙场地地震反应的简化计算方法。之后,采用等效线性化方法来考虑土体非线性性质,进一步将非线性地震反应问题转化为线性问题求解。...