强地震动数据采集实时系统研究   总被引：4，自引：1，他引：3  

高峰  陈先  魏继武 《地震工程与工程振动》2003,23(5):8-16

本文介绍了GDQJ-2型强地震动数据采集实时系统的结构原理和技术性能,着重介绍了一个台网形式的数据采集实时系统数据的处理流程、系统软件的多线程处理、对串口和Modem的操纵方式、数据帧的构成和压缩方式等。该系统可用于强地震观测和工程振动测量。  相似文献   

The Non-Linear Stability of L4 in the Restricted Three-Body Problem when the Bigger Primary is a Triaxial Rigid Body     

P. P. Hallan  Sanjay Jain  K. B. Bhatnagar 《Celestial Mechanics and Dynamical Astronomy》2000,77(3):157-184

The non-linear stability of L ₄ in the restricted three-body problem has been studied when the bigger primary is a triaxial rigid body with its equatorial plane coincident with the plane of motion. It is found that L ₄ is stable in the range of linear stability except for three mass ratios:where A₁, A₂ depend upon the lengths of the semi axes of the triaxial rigid body. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

Efficient seismic response data storage and transmission using ARX model‐based sensor data compression algorithm     

Yunfeng Zhang  Jian Li 《地震工程与结构动力学》2006,35(6):781-788

This paper presents a linear predictor (LP)‐based lossless sensor data compression algorithm for efficient transmission, storage and retrieval of seismic data. Auto‐Regressive with eXogenous input (ARX) model is selected as the model structure of LP. Since earthquake ground motion is typically measured at the base of monitored structures, the ARX model parameters are calculated in a system identification framework using sensor network data and measured input signals. In this way, sensor data compression takes advantage of structural system information to maximize the sensor data compression performance. Numerical simulation results show that several factors including LP order, measurement noise, input and limited sensor number affect the performance of the proposed lossless sensor data compression algorithm concerned. Generally, the lossless data compression algorithm is capable of reducing the size of raw sensor data while causing no information loss in the sensor data. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

一种实用的数字图像压缩方法     

解振东  章三妹 《物探化探计算技术》2006,28(4):387-389

提出以C Builder 6.0为开发平台,以其所提供的TJPEGImage为核心,实现真彩色图像的压缩,为工程实际的应用提供了一种非常实用的压缩手段。该方法减少了大量程序代码的编写工作。实验表明,当综合压缩比设为65时,压缩图像与原图像相比并无明显变化,由此可见,压缩效果令人满意。  相似文献   

基于分形理论的遥感图像压缩方法的探讨     

穆超  余洁 《测绘信息与工程》2007,32(2):41-43

分析了用分形理论处理遥感图像压缩的基本原理,提出了具体编码方法,实现了遥感图像的分形压缩,压缩效果较好。  相似文献   

管线设计中断面数据的压缩算法     

胡新玲  郭新成 《地理空间信息》2007,5(4):38-40

本文把空间矢量数据的压缩算法道格拉斯-普克法引入到管线断面数据的抽稀处理中,并对算法进行改进。首先按照一定算法进行整条断面线的粗滤处理,找出地形特征点、平面转折点、地物点等作为关键点,然后依据关键点对断面线进行分段,在段内使用道格拉斯-普克法进行细滤。最后通过实验验证了这种算法能够很好地压缩管线断面点数据,满足管线设计的要求。  相似文献   

Effect of fluid pressure on rock compressive failure in a nearly impermeable crystalline rock: Implication on mechanism of borehole breakouts   总被引：1，自引：0，他引：1  

Chandong Chang  Bezalel Haimson 《Engineering Geology》2007,89(3-4):230-242

We conducted laboratory true triaxial experiments in the nearly impermeable Pohang rhyolite to investigate failure mechanisms under ‘dry’ and ‘wet’ rock conditions. Under ‘dry’ conditions prismatic specimens were jacketed all around to prevent confining fluid penetration. Under ‘wet’ conditions one pair of the specimen faces was left unjacketed and in direct contact with the confining fluid (kerosene) applying the least principal stress in an attempt to simulate the case of an unlined borehole wall. In both testing setups the true triaxial compressive strength for a given least principal stress increases significantly as the intermediate principal stress rises. The unjacketed rhyolite strength is, however, only 60 to 85% of the strength under dry conditions, depending on the magnitude of the intermediate principal stress. In dry rhyolite the failure process begins upon dilatancy onset, followed by microcrack localization, and ending in a steeply dipping shear fracture. On the other hand, brittle fracture in wet specimens occurs almost immediately after the onset of dilatancy by the development of one or more through-going extensile fractures subparallel and adjacent to one of the unjacketed faces, resembling the extensile cracks leading to borehole breakouts in crystalline rocks. We infer that upon dilatancy the confining fluid intrudes and quickly propagates newly opened stress-induced microcracks subparallel to the unjacketed faces, leading to ‘early’ failure.  相似文献   

重力方法研究河南区域构造及控煤作用     

管忠民 《中国煤田地质》2007,19(5):62-64

河南地区存在三个明显的重力异常区,与其区内三个次一级的构造分区相一致,其重力异常曲线的挤压扭曲特征、剪切平移特征、张性舒展特征分别对应构造挤压变形机制、平移剪切机制及变形拉张机制。这些变形受印支、燕山及喜马拉雅期三大构造运动控制,其中印支期剥蚀及沉降程度是构成现今煤层埋藏条件的重要因素,燕山期形成河南煤田的逆冲推覆型控煤构造,喜马拉雅期构造运动,最终确立了河南煤系的展布范围及赋存状态,这表明控煤模式是构造运动的结果。  相似文献   

基于改进SOFM的矢量量化图像压缩     

王茂芝郭彬  徐文皙 《成都理工学院学报》2007,34(6):648-652

在介绍矢量量化和自组织特征映射神经网络的基础上，针对基于自组织特征映射神经网络的矢量量化算法，在初始码书生成、获胜神经元搜索策略以及调整获胜码字及其拓扑领域权值等方面进行改进。实验结果表明改进算法具有合理性和有效性。  相似文献   

DEM Compression Based on Integer Wavelet Transform   总被引：1，自引：0，他引：1  

CHEN Renxi LI Xinhui 《地球空间信息科学学报》2007,10(2):133-136

DEM data is an important component of spatial database in GIS. The data volume is so huge that compression is necessary. Wavelet transform has many advantages and has become a trend in data compression. Considering the simplicity and high efficiency of the compression system, integer wavelet transform is applied to DEM and a simple coding algorithm with high efficiency is introduced. Experiments on a variety of DEM are carried out and some useful rules are presented at the end of this paper.  相似文献