地震台JCZ-1与JCZ-1T甚宽频带地震仪对比观测分析

采用成都基准地震台JCZ-1型和JCZ-1T甚宽频带数字地震仪同一时间段记录的地方震、近震和远震的地脉动噪声做功率谱分析.结果表明,JCZ-1和JCZ-1T型甚宽频带地震仪在主要频带内对地噪声的响应程度是一致的.在高频端和低频端JCZ-1T型地震计分辨率更高,且信噪比更高,高出10 ～ 20 dB.JCZ-1型地震计由于长期使用导致材料老化以及受环境温度或气流微量变化的影响,地震计的噪声较高,可能对地震波记录的幅值产生5％左右的影响.JCZ-1T型地震计在安装过程中所采取的保温、防气流扰动等各种防护措施是可靠的.     

朝阳地震台数字形变观测仪器故障特征分析

随着数字地震监测仪器的普及和应用,人工、模拟地震观测仪器逐渐被数字仪器所取代,记录方式也由整时记录变成分记录和秒记录。数字仪器在多年运行中,曾出现这样或那样的故障,本文重点通过对多年形变数字观测系统内部所出现的故障,进行分析与讨论,以便在观测工作中更好把握仪器的状况和对仪器出现的故障进行准确分析判定,及时对仪器存在的问题和故障进行解决处理,从而最大程度减少观测数据的断记。     

利用MATLAB信号处理工具箱SPTool完成地震资料滤波处理

介绍如何利用MATLAB信号处理工具箱SPTool设计数字滤波器,并用实例给出地震资料滤波处理效果。实例表明,SPTool信号处理工具箱操作简单,并能够根据台站的需要设计各种滤波器,具有很好的实用价值。     

Implementation of a second‐order paraxial boundary condition for a water‐saturated layered half‐space in plane strain

A half‐space finite element and a transmitting boundary are developed for a water‐saturated layered half‐space using a paraxial boundary condition. The exact dynamic stiffness of a half‐space in plane strain is derived and a second‐order paraxial approximation of the stiffness is obtained. A half‐space finite element and a transmitting boundary are then formulated. The development is verified by comparison of the dynamic stiffness of impermeable and permeable rigid strip foundations with other published results. The advantage of using the paraxial boundary condition in comparison with the rigid boundary condition is examined. It is shown that the paraxial boundary condition offers significant gain and the resulting half‐space finite element and transmitting boundary can represent the effects of a water‐saturated layered half‐space with good accuracy and efficiency. In addition, the numerical method described herein maintains the strengths and advantages of the finite element method and can be easily applied to demanding problems of soil–structure interaction in a water‐saturated layered half‐space. Copyright © 2010 John Wiley & Sons, Ltd.     

Evaluation of remotely‐sensed DEMs and modification based on plausibility rules and initial sediment budgets of an artificially‐created catchment

To quantify landscape change resulting from processes of erosion and deposition and to establish spatially distributed sediment budgets, ‘models of change’ can be established from a time series of digital elevation models (DEMs). However, resolution effects and measurement errors in DEMs may propagate to these models. This study aimed to evaluate and to modify remotely‐sensed DEMs for an improved quantification of initial sediment mass changes in an artificially‐created catchment. DEMs were constructed from photogrammetry‐based, airborne (ALS) and ground‐based laser scanning (TLS) data. Regions of differing morphological characteristics and vegetation cover were delineated. Three‐dimensional (3D) models of volume change were established and mass change was derived from these models. DEMs were modified region‐by‐region for rill, interrill and alluvial areas, based on logical and hydro‐geomorphological principles. Additional DEMs were constructed by combining multi‐source, modified data. Models were evaluated by comparison with d‐GPS reference data and by considering sediment budget plausibility. Comprehensive evaluation showed that DEM usability depends on a relation between the technique used to obtain elevation data, surface morphology and vegetation cover characteristics. Photogrammetry‐based DEMs were suited to quantification of change in interrill areas but strongly underestimated surface lowering in erosion rills. TLS DEMs were best suited to rill areas, while ALS DEMs performed best in vegetation‐covered alluvial areas. Agreement with reference data and budget plausibility were improved by modifications to photogrammetry‐ and TLS‐based DEMs. Results suggest that artefacts in DEMs can be reduced and hydro‐geomorphic surface structures can be better represented by applying region‐specific modifications. Photogrammetry‐based DEMs can be improved by combining higher and lower resolution data in defined structural units and applying modifications based on principles given by characteristic hydro‐geomorphic evolution. Results of the critical comparative evaluation of remotely‐sensed elevation data can help to better interpret DEM‐based quantifications of earth‐surface processes. Copyright © 2012 John Wiley & Sons, Ltd.     

西宁地震台地磁数字化与模拟记录对比分析

西宁地震台FHD数字化核旋仪从2006年10月安装以来,一直与模拟仪器并行工作。二者采样率不同,所测的量也不相同。在对西宁地震台磁变仪的记录图纸进行数字化转换、生成分钟值的基础上,对FHD仪和磁变仪的观测结果进行对比分析。结果表明:数字FHD仪比三分量磁变仪更加准确地记录了当地地磁场的变化,数字仪器的观测资料明显优于模拟仪器。     

64层CT血管造影在自发性蛛网膜下腔出血病因诊断的价值

目的:探讨64层CT血管造影在自发性蛛网膜下腔出血的病因诊断中的价值。方法:对2009年1～12月97位患有自发性蛛网膜下腔出血的病人行64层CT血管造影成像扫描,应用容积再现、最大密度投影、曲面重建、多平面重建等后处理技术显示血管,以明确病因。结果:64层CTA诊断12例正常,1例颈内动脉海绵窦瘘、9例动静脉畸形,75例动脉瘤,所有病例与数字减影血管造影和/或手术对比证实,其中12例正常病例行DSA检查,64层CTA漏诊1例,但其总的敏感性为98.7%,特异性为100%。结论:64层CT血管造影对自发性蛛网膜下腔出血的病因诊断准确性高,且简单、快速、微创、安全和经济,可作为自发性蛛网膜下腔出血病因诊断的首选检查方法。     

大跨预应力混凝土空间框架结构的地震振动台试验研究

利用地震振动台对大跨预应力混凝土井式梁空间框架结构的抗震性能进行了实验研究。两个模型的实验结果表明：(1)大跨预应力井式梁空间框架结构可以提供大的楼层平面内刚度；(2)对称大跨预应力井式梁空间框架结构，可以不考虑耦合地震反应；(3)大跨预应力井式梁空间框架结构的竖向地震反应中心大而周边小；(4)在相同加速度但不同的地震波作用下，结构的竖向地震反应不同。     

云南永胜期纳盆地的场地放大

根据2001年云南永胜Ms6．0地震的57个余震的304条数字地震记录,用线性反演法得出了期纳盆地相对于三道河台频率1．5～20Hz的S波场地放大。有实际放大作用的频率在10Hz以下,期纳台、半屏台和黄泥田台的放大峰值在4．5Hz处,糖厂台和龙门村台的放大峰值在7．5Hz处。所有台的峰值都约为三道河台的两倍。用永胜(基岩)区域数字地震台的记录作参考核算,10Hz以下,三道河台的场地放大约为1,其余台约为2,所以三道河台可作为基岩台看待。     

基于双重逆极限空间的地貌信息数据挖掘方法

为了挖掘不完备的地貌数据信息,将地貌信息描述为拓扑空间的形式,从逆极限定义出发,利用映射诱导法建立与原地貌信息空间拓扑同构的双重逆极限空间作为目标信息空间,然后利用拓扑传递性分析原地貌信息空间与目标信息空间的拓扑相似度,实现不完备的地貌信息空间数据挖掘.本文利用GIS软件,结合地貌的坡度、坡向等地貌特征因子分别模拟了地貌信息数据挖掘前后的模型并进行了对比,结果表明此方法是可行的.