基于逆时成像的井中观测微地震定位精度分析

微地震定位是非常规和低渗透油气勘探开发和地下工程安全监测的关键环节,其准确性是实现油气储层实时刻画和工程灾害监测预警的重要基础.由于微地震信号具有能量弱、频率高、信噪比低的特点,微地震定位精度易受到采集观测系统布设位置的影响,尤其在井下受限空间与高温高压环境中.基于此,本文提出了一种基于逆时成像的井下微地震采集定位精度分析方法,能定量预测实际采集观测系统布设方案在水平和深度方向上的定位偏差和不确定性.区别于传统定位精度分析方法,该方法基于波形而非走时,适用于复杂非均匀介质,同时考虑了信噪比和震源机制对定位精度的影响.均匀和非均匀介质下的实例应用结果均表明,该方法能有效评价微地震采集方案的预期定位精度,进而反馈采集参数设计,从数据采集的源头改善复杂介质条件下的微地震定位效果.

     

EMCCD电荷倍增驱动电路分析与PCB设计

电子倍增CCD（Electron-Multiplying CCD,EMCCD）的电荷倍增驱动电路是实现这类CCD器件片上增益功能的关键。介绍了TC285SPD电荷倍增驱动器的参考电路的结构,详细分析其电路原理,并对该电路进行了PSpice仿真分析。对电荷倍增驱动电路的3种不同的印刷电路板（Printed Circuit Board,PCB）布局布线方案进行了实际测试,分析了存在的问题,找到了该电路PCB设计的正确方法。     

基于Multisim X的计算机辅助电子电路设计

学好<电子线路>这门课程,不仪需要有扎实的电路分析和信号与系统等专业基础知识,还需要在学习过程中加入单元或系统电路的实验环节,这样才能完成整个电路的设计.介绍如何在电路的理论没计基础之上,以Multisim X这一仿真软件为实验平台,仿照硬件环境来完成电路的最终设计的.     

浅谈建筑设计企业的数据中心建设

信息系统数据和计算能力逐步集中的发展趋势以及信息系统逐步成为企业核心业务的支撑,使得企业数据中心的作用越来越重要。如何搞好数据中心建设,保障数据系统的安全、稳定运行,成为信息主管首先要考虑的问题。首先讨论数据中心的作用和数据中心与信息系统之间的关系,然后介绍一个目前在国际上处于领先水平、防护等级最高的数据中心的实例,最后论述数据中心的实施对策。     

结构抗震设计时程分析法的分析研究

文章回顾了我国抗震设计规范的演变过程,将时程分析法与底部剪力法和振型分解反应谱法进行了对比,指出了时程分析法在抗震设计计算中的地位与作用,时程分析法是能够考虑地震动三要素、地震环境、结构的非线性和能量损耗及损伤的真正动力分析方法,是比底部剪力法和振型分解反应谱法更精确、更可靠、更合理的方法,不应仅仅作为补充计算的方法,...     

Optimization Mathematical Model of Pile Forces for Offshore Piled Breasting Dolphins

An optimization mathematical model of the pile forces for piled breasting dolphins in the open sea under various loading conditions is presented. The optimum layout with the well distributed pile forces and the least number of piles is achieved by the multiplier penalty function method. Several engineering cases have been calculated and compared with the result of the conventional design method. It is shown that the number of piles can be reduced at least by 10%—20% and the piles‘ bearing state is improved greatly.     

结构设计地震作用效应影响因素及规律分析

基于现行《建筑抗震设计规范》（GB50011－2001）,本文分析了现行抗震设计中影响结构设计地震作用效应的主要因素,以规则平面框架对例对新旧规范影响结构设计地震作用效应的因素进行了对比,给出了其间的重要变化和基本规律。     

A simplified methd of evaluating the seismic performance of buildings

This paper presents a simplified method of evaluating the seismic performance of buildings. The proposed method is based on the transformation of a multiple degree of freedom (MDOF) system to an equivalent single degree of freedom (SDOF) system using a simple and intuitive process. The proposed method is intended for evaluating the seismic performance of the buildings at the intermediate stages in design, while a rigorous method would be applied to the final design. The performance of the method is evaluated using a series of buildings which are assumed to be located in Victoria in western Canada, and designed based on the upcoming version of the National Building Code of Canada which is due to be published in 2005. To resist lateral loads, some of these buildings contain reinforced concrete moment resisting frames,while others contain reinforced concrete shear walls. Each building model has been subjected to a set of site-specific seismic spectrum compatible ground motion records, and the response has been determined using the proposed method and the general method for MDOF systems. The results from the study indicate that the proposed method can serve as a useful tool for evaluation of seismic performance of buildings, and carrying out performance based design.     

关于现代城市影像地图集编制的探讨

城市影像地图集是一种基于航空影像和卫星遥感影像,以城市为空间表达对象的城市地图品种,本文以《乌海综合影像地图集》为例,探讨了现代影像地图集不同于以往影像地图集的特点和总体设计要点.     

Strain field measurements of rubber by image analysis and design criteria for laminated rubber bearings (LRB)

Although seismic isolation rubber bearings in bridges and buildings have proven to be a very effective passive method for reducing earthquake‐induced forces, a detailed mechanical modeling of the rubber that is used in bearings under large strains has not been established. Therefore, a 3D model of failure behavior and the design criteria for the safety evaluation of seismic isolation bearings have not yet been developed. This paper presents: (1) correlation‐based template‐matching algorithms to measure large strain fields of continua; (2) a failure criterion for rubber; and (3) the design criteria for the safety evaluation of laminated algorithms, data‐validation algorithms were developed and implemented to eliminate possible unrealistic displacement vectors present in the measured displacement field. The algorithms were successfully employed in the strain field measurement of LRB and rubber materials that are subjected to failure. The measured local strains for rubber material at failure were used to develop a failure criterion for rubber. The validity of the proposed criterion was evaluated by applying it to the LRB; the criterion was introduced into a 3D finite element model of LRB, compared with the experimental results of bearings failure, and verified. Finally, design criteria are proposed for LRB for the safety evaluation. Copyright © 2003 John Wiley & Sons, Ltd.