桩基动力检测技术的现状及存在的问题   总被引：3，自引：0，他引：3  

曹宇春  吴世明  高广远 《上海国土资源》2002,86(1):43-45,60

文章通过对桩基动力检测方法应用现状的简要回顾，分析了桩基高应变和低应变动测的特点和局限性。在此基础上，提出了在桩基检测和测试结果分析中注意的问题。  相似文献   

A FRAMEWORK FOR AUTOMATED CHANGE DETECTION SYSTEM     

SUI Haigang LI Deren 《地球空间信息科学学报》2001,4(3):29-34

1Ｃｕｒｒｅｎｔｃｈａｎｇｅｄｅｔｅｃｔｉｏｎｔｅｃｈ ｎｉｑｕｅｓＡｕｔｏｍａｔｉｃｃｈａｎｇｅｄｅｔｅｃｔｉｏｎｉｎｉｍａｇｅｓｏｆａｇｉｖｅｎｓｃｅｎｅａｃｑｕｉｒｅｄａｔｄｉｆｆｅｒｅｎｔｔｉｍｅｓｉｓｏｎｅｏｆｔｈｅｍｏｓｔｉｎｔｅｒｅｓｔｉｎｇｔｏｐｉｃｓｏｆｉｍａｇｅｐｒｏｃｅｓｓｉｎｇ .Ｉｔｆｉｎｄｓｉｍ ｐｏｒｔａｎｔａｐｐｌｉｃａｔｉｏｎｓｗｉｔｈｉｎｄｉｆｆｅｒｅｎｔｃｏｎｔｅｘｔｓ,ｒａｎｇ ｉｎｇｆｒｏｍｖｉｓｕａｌｓｕｒｖｅｉｌｌａｎｃｅａｎｄｖｉｄｅｏｃｏｄｉｎｇｔｏｔ…  相似文献   

多窗谱分析方法及其在全球变暖研究中的应用   总被引：12，自引：0，他引：12  

江志红  屠其璞  施能 《气象学报》2001,59(4):480-490

多窗谱分析方法是一种低方差、高分辨的谱分析方法 ,尤其适合于非线性气候系统中高噪声背景下弱信号、时频演变信号的诊断分析。文中简要地介绍了多窗谱分析方法的基本原理 ,并将其用于近 1 5 0 a来全球及南、北半球温度变化的研究。结果表明 :(1 )在温度呈线性变暖的背景趋势下 ,北半球、全球年平均温度还具有显著的 40～ 70 a的准周期低频振荡 ,它们与变暖过程中的波动性密切相关 ;(2 )年代际振荡信号在北半球温度序列中也相当明显 ,南半球则存在多种低于 5 a尺度的显著振荡周期 ,半球或全球 ENSO振荡分量、QBO周期信号的振幅都具有缓变包络的特性 ;(3 )与传统功率谱估计、最大熵谱估计结果的对比表明 ,多窗谱分析方法方法得到的谱估计分辨力高 ,稳定性强。  相似文献   

反向VSP透射层析成像法在岩墙松动层检测中的应用     

何正勤  吴庆举  冯锐  陈立杰 《物探与化探》2001,25(1):50-53

通过实例介绍了反向VSP透射层析成像方法的基本原理、数据采集和资料处理方法。利用该方法在检测岩墙松动层厚度中取得了很好的勘探效果。  相似文献   

多波勘探技术在地下隐蔽物探测中的应用   总被引：1，自引：1，他引：1  

王超凡  付茂朝  邹桂高  刘金光 《岩土工程技术》2001,(2):119-121

近年来，多波勘探技术已广泛地应用到工程地质的各个领域，它以其快速有效及低廉的工作成本，受到广大工程地质人员的欢迎。在中关村地下粮库和人防工程探测中，采用了高密度地震影像法和多道瞬态瑞雷波法，取得了良好的应用效果，为地下隐蔽物的探测提供了一种新的方案。  相似文献   

Evolution of accelerographs, data processing, strong motion arrays and amplitude and spatial resolution in recording strong earthquake motion   总被引：1，自引：0，他引：1  

M. D. Trifunac  M. I. Todorovska 《Soil Dynamics and Earthquake Engineering》2001,21(6)

This paper presents a review of the advances in strong motion recording since the early 1930s, based mostly on the experiences in the United States. A particular emphasis is placed on the amplitude and spatial resolution of recording, which both must be ‘adequate’ to capture the nature of strong earthquake ground motion and response of structures. The first strong motion accelerographs had optical recording system, dynamic range of about 50 dB and useful life longer than 30 years. Digital strong motion accelerographs started to become available in the late 1970s. Their dynamic range has been increasing progressively, and at present is about 135 dB. Most models have had useful life shorter than 5–10 years. One benefit from a high dynamic range is early trigger and anticipated ability to compute permanent displacements. Another benefit is higher sensitivity and hence a possibility to record smaller amplitude motions (aftershocks, smaller local earthquakes and distant large earthquakes), which would augment significantly the strong motion databases. The present trend of upgrading existing and adding new stations with high dynamic range accelerographs has lead to deployment of relatively small number of new stations (the new high dynamic range digital instruments are 2–3 times more expensive than the old analog instruments or new digital instruments with dynamic range of 60 dB or less). Consequently, the spatial resolution of recording, both of ground motion and structural response, has increased only slowly during the past 20 years, by at most a factor of two. A major (and necessary) future increase in the spatial resolution of recording will require orders of magnitude larger funding, for purchase of new instruments, their maintenance, and for data retrieval, processing, management and dissemination. This will become possible only with an order of magnitude cheaper and ‘maintenance-free’ strong motion accelerographs. In view of the rapid growth of computer technology this does not seem to be (and should not be) out of our reach.  相似文献   

Wave propagation in a seven-story reinforced concrete building: I. Theoretical models     

M. I. Todorovska  S. S. Ivanovi  M. D. Trifunac 《Soil Dynamics and Earthquake Engineering》2001,21(3):705

For transient, high frequency, and pulse like excitation of structures in the near field of strong earthquakes, the classical design approach based on relative response spectrum and mode superposition may not be conservative. For such excitations, it is more natural to use wave propagation methods. In this paper (Part I), we review several two-dimensional wave propagation models of buildings and show results for theoretical dispersion curves computed for these models. We also estimate the parameters of these models that would correspond to a seven-story reinforced concrete building in Van Nuys, California. Ambient vibration tests data for this building imply vertical shear wave velocity β_z=112 m/s and anisotropy factor β_x/β_z=0.55 for NS vibrations, and β_z=88 m/s and β_x/β_z=1 for EW vibrations. The velocity of shear waves propagating through the slabs is estimated to be about 2000 m/s. In the companion paper (Part II), we estimate phase velocities of vertically and horizontally propagating waves between seven pairs of recording points in the building using recorded response to four earthquakes.  相似文献   

一维边缘检测算子的递归算法   总被引：5，自引：0，他引：5  

万志龙 《测绘学报》1995,24(2):45-52

本文对边缘检测理论和算法作了理论和实验方面的深入研究，选用Ｄｅｒｉｃｈｅ依据Ｃａｎｎｙ设计思想导出的边缘检测算子，证明了递归算法代数卷积算法实现边缘检测的基本原理，导出了几种算子逆归算法的实用公式，实验证明递归算法比卷积算法实现边缘提取在速度方面有着明显的提高，为一维影匹配中数字影像特征提取提供了快速而实用的边缘检测方法。  相似文献   

福建省高速公路沿线雷电活动特征分析     

郑君亮  刘隽  应达 《气象科技》2021,49(2):278-283

为了揭示福建省高速公路沿线雷电活动特征,做好高速公路机电设施的防雷工作,本文利用2015—2018年福建省三维闪电监测数据以及福建省高速公路路网资料进行统计分析。分析了高速公路沿线地闪的月、日活动特征,得出地闪活动主要分布在5—9月和14:00—18:00。根据高速公路沿线地闪密度绘制雷电活动等级分布图,结果表明高速公路的少雷区、中雷区、多雷区、强雷区路段占比分别为5.19%、12.65%、63.03%、19.13%。基于雷电流幅值和雷电陡度绘制雷电强度等级分布图,结果表明89.87%的路段处于雷电强度等级为三级的区域。最后,统计了高速公路沿线雷电流幅值累积概率分布并分析其拟合函数,拟合结果表明福建省高速公路沿线雷电流幅值累积概率分布符合IEEE标准推荐的函数形式。  相似文献   

雷电电磁辐射脉冲的GPS多站同步系统   总被引：9，自引：5，他引：4  

张彤  张广庶  郄秀书 《高原气象》2003,22(3):306-310

利用全球卫星定位导航系统GPS(GlobalPositioningSystem)的秒脉冲信号PPS(PulsePerSec ond)与高精度时钟电路同步,实现了雷电电磁辐射脉冲测量时的多站同步,解决了因晶体振荡频率漂移造成高精度时钟计数误差的难点,同步精度达到±50ns。文中介绍了该系统的组成及原理,野外的初步观测得到了多站雷电观测的同步资料,证实了该同步系统的可靠性。  相似文献