某动力机器基础动力学分析

当动力机器基础体积较大时,采用《动力机器基础设计规范》(GB 50040-96)推荐的简化计算方法进行动力计算,计算结果可能具有较大的误差而不能用于工程设计,此时进行三维数值分析是必要的。在介绍弹性动力学分析的基础上,使用通用有限元软件ANSYS8.0,对某设备基础进行了模态分析和谐相应分析,得出了该动力机器基础的低阶固有频率准确值,以及该动力机器基础随外部荷载频率改变的振幅变化曲线,进而得出一些重要结论,为该工程设计提供了可靠参考。     

Three-dimensional geometrical ray theory and modelling of transmitted seismic energy of data from the Nevada Test Site

This paper presents a geometrically based algorithm for computing synthetic seismograms for energy transmitted through a 3-D velocity distribution. 3-D ray tracing is performed to compute the traveltimes and geometrical spreading (amplitude). The formulations of both kinematic and dynamic ray-tracing systems are presented. The two-point ray-tracing problem is solved by systematically updating the initial conditions and adjusting the ray direction until the ray intersects the specified endpoint. The amount of adjustment required depends on the derivatives of the position with respect to the given starting angles between consecutive rays. The algorithm uses derivatives to define the steepest-descent direction and to update the initial directions. The convergence rate depends on the complexity of the model.
Test seismograms compare favourably with those from a 2-D asymptotic ray theory algorithm and a 3-D Gaussian-beam algorithm. The algorithm is flexible in modelling arbitrary source and recorder geometries for various smoothly varying 3-D velocity distributions. The algorithm is further tested by simulating surface-to-tunnel vibroseis field data. Shear waves as well as compressional waves may be approximately included. Application of the algorithm to a data set from the Rainier Mesa of the Nevada Test Site produced a good fit to the transmitted (first arrival) traveltimes and amplitudes, with approximately 15 per cent variation in the local 3-D velocity.     

用反射波法振幅比判定单桩相对承载力的尝试

利用动测桩中的桩底反射信号研究了应力波在桩体和土体中的衰减情况。结果表明,应力波在桩体中的衰减比在土中小的多,在考虑了桩周土与反射系数的关系后,尝试给出应用桩底反射信号与桩头人射信号振幅之比判定单桩承载力相对大小的基本理论和初步研究结果。     

Variation of earthquake ground motionwith depth

Introduction The 21st century is the time for the exploitation and utilization of underground spaces. It is astrategic way to defeat the severe challenge that human are now confronting with, such as the lackof land, contamination of environment, traffic jam, waste of sources, and so on. The exploitationand utilization of underground space has become a global tendency, and a significant sign inevaluating the speed of modernization of cities. Facing the challenge, it is significantly necess…     

基于ADTD系统的雷电流波头陡度频率分布特征

通过对ADTD闪电定位系统2006 2008年在重庆地区监测的729598次闪电进行统计,重点分析雷电流陡度的频率分布特征。结果表明:雷电流波头陡度及其频率随极性不同而差异较大,正闪陡度明显大于负闪陡度,而同陡度负闪频率却显著大于正闪;雷电流幅值与陡度相关系数为+0.613;采用电力行业标准DL/T620推荐波头时间反推得到的雷电流陡度和采用Ciger推荐公式计算得到的雷电流陡度的概率分布特征与统计特征差异较大。在此基础上分析了ADTD系统获取雷电流陡度资料的局限性,为合理选取雷电流陡度参数提供理论依据。     

黔桂泥盆纪层序地层及海平面变化的频幅、速度和相位

通过对广西六景、贵州独山和乌当泥盆系剖面层序、体系域、副层序及作用相和环境相的系统研究,识别出2种层序界面;3种海进过程和10种层序、体系域和相对海面变化.并发现,阶跃型高幅海平面变化形成的层序界面、层序、体系域、副层序和旋回层往往可在大区域追踪对比;剖面作用相、环境相分析是露头层序地层和相对海平面变化研究的基础,剖面上层序、体系域及其反映的相对海平面变化的频率、幅度、速度和相位研究对层序界面、层序、体系域、副层序和旋回层的空间延拓、等时追踪对比和驱动机制的成因解释有重要的指导、预测作用.     

井中磁测资料预处理与弱信号识别

井中磁测仪器距离场源近,磁测资料受到钻孔打穿磁性体产生的内磁场影响,往往存在强干扰压制有用信号,因此研究井中磁测资料预处理与弱信号识别方法具有重要意义。笔者将地面重磁资料边界识别中倾斜角总水平导数和解析信号振幅方法改进后应用于井中磁测资料预处理中,提出倾斜角垂向导数和均值归一解析信号振幅方法。通过模型分析证明了两种方法都可识别强弱不同的井旁磁性体位置,反映边界信息,且给出了计算均值归一解析信号振幅过程中窗口选择的依据。将两种方法应用于江苏某工区ZK002孔磁测资料预处理中,得出倾斜角垂向导数方法应用于实测资料中会放大干扰,而均值归一解析信号振幅方法增强了该钻孔弱异常信息,且压制了干扰信号,处理结果与磁化率测井和钻孔资料相对应。     

一种地方与区域地震震源机制反演技术：广义极性振幅技术（一）——原理与数值实验

基于数十年来已有的研究进展,提出了一种地方和区域地震震源机制反演技术——广义极性振幅技术（GPAT）,并通过一系列数值实验检验了这种技术的可行性和抗干扰能力.首先,从地震波场概念出发,利用P波初动极性与广义震相振幅构建矢量,建立反演系统,并给出求解技术;然后,考虑影响反演结果的各种因素,包括台站布局、台站数目、随机噪声、震中位置误差、震源深度误差和速度模型误差,分别进行了单一因素影响测试;最后,同时考虑各种因素进行了综合测试.实验结果表明,GPAT是可行的,具有良好的抗干扰能力.需要强调的是,在众多影响因素中,速度模型误差对反演结果的影响最大.     

吹填砂场地强夯振动特性研究及安全评估

针对曹妃甸工业园区液化天然气储罐地基加固过程中所引起的地面振动进行了深入研究,通过对现场强夯振动观测记录进行统计分析、频域分析以及规律拟合,给出了吹填砂场地上强夯所引起的地面振动衰减规律、振幅（振速）随夯击次数的变化规律以及强夯振动的主频变化规律,并就场地周围已存的海堤工程和天然气储罐工程进行了振动安全评估,为现场强夯施工参数的选取提供了理论支撑,同时也弥补了国内对于类似场地振动特性研究不足的局面。     

Short-term and imminent geomagnetic anomalies of the Wenchuan MS8.0 earthquake and exploration on earthquake forecast

The diurnal variation of the geomagnetic vertical component is exhibited mainly by changes of phase and amplitude before strong earthquakes. Based on data recorded by the network of geomagnetic observatories in China for many years, the anomalous features of the appearance time of the minima of diurnal variations (i.e, low-point time) of the geomagnetic vertical components and the variation of their spatial distribution (i.e, phenomena of low-point displacement) have been studied before the Wenchuan M_S8.0 earthquake. The strong aftershocks after two months' quiescence of M6 aftershocks of the M_S8.0 event were forecasted based on these studies. There are good correlativities between these geomagnetic anomalies and occurrences of earthquakes. It has been found that most earthquakes occur near the boundary line of sudden changes of the low-point time and generally within four days before or after the 27th or 41st day counting from the day of the appearance of the anomaly. In addition, the imminent anomalies in diurnal-variation amplitudes near the epicentral areas have also been studied before the Wenchuan earthquake.