安徽两次中等地震发震断层参数测定   总被引：1，自引：0，他引：1  

刘泽民  张军  沈小七  李敏莉  郑先进 《华南地震》2008,28(3):89-94

根据地震波传播过程中的多普勒效应。利用拐角频率的方向变化,用最小二乘法反演了2005年寿县ML4．1级、2006定远ML4.7级地震的发震断层参数。结果表明,反演得到的中等地震的发震断层参数与震中附近实际断层的参数基本一致,破裂速度均小于S波的速度,且破裂长度为0．2-0．3km。  相似文献   

The effect of discontinuity frequency on ground vibrations produced from bench blasting: A case study     

Hakan Ak  Adnan Konuk 《Soil Dynamics and Earthquake Engineering》2008,28(9):686-694

A good number of empirical formulae and methods dealing with the analysis of the effects of blast-induced ground vibrations have been developed. The most common approach suggested for estimating the attenuation of particle velocity on the ground is to scale the distance (scaled distance, SD). This approach makes it possible to estimate the peak particle velocity when the amount of explosive charge or the distance or both are altered.Many parameters known to have an influence on particle velocity have been used for particle velocity prediction equations. Some of these parameters are maximum charge per delay, the distance between the station and shot location, burden, inelastic attenuation factor and site factors. However, the impacts of the discontinuities existing on the benches where blasts are detonated on the propagation velocity of seismic waves have not been taken into consideration in these equations.This study aims to examine the impacts of the discontinuity frequency parameter derived through geological measurements carried out on the blasting benches or nearby in a quarry mine (Supren, Eskisehir) in Turkey on the propagation of blast-induced ground vibrations. Developed based on the geological observations carried out on the benches, the model was formed by adding discontinuity frequency parameter to the particle velocity prediction model suggested by Nicholls et al. [Nicholls HR, Johnson CF, Duvall WI. Blasting vibrations and their effects on structures. Bulletin no. 656. Washington, DC: US Bureau of Mines; 1971]. In order to research the effect of the discontinuity frequency in the bench on the blast-induced ground vibrations, the relationship between the recorded peak particle velocity, scaled distance and discontinuity frequency was statistically evaluated for the site. The established relationship and the results of the study are presented.  相似文献   

Analysis of earthquake ground motions using an improved Hilbert–Huang transform     

Dong Yinfeng  Li Yingmin  Xiao Mingkui  Lai Ming 《Soil Dynamics and Earthquake Engineering》2008,28(1):7-19

Some limitations of the Hilbert–Huang transform (HHT) for nonlinear and nonstationary signal processing are remarked. As an enhancement to the HHT, a time varying vector autoregressive moving average (VARMA) model based method is proposed to calculate the instantaneous frequencies of the intrinsic mode functions (IMFs) obtained from the empirical mode decomposition (EMD) of a signal. By representing the IMFs as time varying VARMA model and using the Kalman filter to estimate the time varying model parameters, the instantaneous frequencies are calculated according to the time varying parameters, then the instantaneous frequencies and the envelopes derived from the cubic spline interpolation of the maxima of IMFs are used to yield the Hilbert spectrum. The analysis of the length of day dataset and the ground motion record El Centro (1940, N–S) shows that the proposed method offers advantages in frequency resolution, and produces more physically meaningful and readable Hilbert spectrum than the original HHT method, short-time Fourier transform (STFT) and wavelet transform (WT). The analysis of the seismic response of a building during the 1994 Northridge earthquake shows that the proposed method is a powerful tool for structural damage detection, which is expected as the promising area for future research.  相似文献   

Considering dynamic soil structure interaction (SSI) effects on seismic isolation retrofit efficiency and the importance of natural frequency ratio   总被引：3，自引：0，他引：3  

Edward H. Stehmeyer  III  Dimitris C. Rizos   《Soil Dynamics and Earthquake Engineering》2008,28(6):468-479

This paper utilizes and expands on existing coupled BEM–FEM (finite element method) methods for the investigation of the effects of soil structure interaction (SSI) on both an un-retrofitted and seismically isolated typical bridge structure. A simple numerical model of the bridge and surrounding soil is formulated and excited by an earthquake excitation. Utilizing Newmark's β FEM solution method along with the closed form B-spline BIRF method, the structural damped period, composite damping ratio, pier relative displacement, and base shear demand are monitored. From these results, the effects of SSI on this structure are identified. Additionally, the importance of the relative rigidity between the soil-foundation system and the bridge structure is also investigated. The results of the studies indicate that the response of the complete structure system considered is affected by the inclusion of SSI effects. Furthermore, the efficiency of the isolation measures designed using fixed base conditions is decreased by considering SSI over a certain relative rigidity range that is quantified using the structure to soil-foundation natural frequency ratio.  相似文献   

GM4型磁通门磁力仪性能检验方法   总被引：5，自引：0，他引：5  

王晓美  滕云田  王喜珍  王晨  吴琼 《地震地磁观测与研究》2008,29(6):88-94

目前,磁通门磁力仪广泛应用于观测地球磁场相对变化的仪器。相对于应用,仪器的性能测试不为人们所熟悉。本文针对GM4型磁通门磁力仪的噪声特性,频率特性,线性度,温度特性等关键性能指标的测试依据、测试方法及流程给予详细的阐述。  相似文献   

Streamflow scaling properties: investigating characteristic scales from different statistical approaches   总被引：1，自引：0，他引：1  

Eric Sauquet  Maria‐Helena Ramos  Laetitia Chapel  Pietro Bernardara 《水文研究》2008,22(17):3462-3475

This paper studies the links between scaling properties of river flow time series by comparing the results of three techniques applied to an extended data set of 34 French discharge gauging stations. The three approaches used are based on different mathematical tools and hypotheses: (1) shape analysis of flood hydrographs; (2) a multifractal framework through spectral and moment analyses, and (3) flood frequency analysis through the fitting of flood duration frequency curves (QdF). The general aim is to test the hypothesis of scaling invariance of river flow and the shape invariance of the hydrographs, in order to investigate the link between scaling properties and flow dynamics. In particular, the coherence between different approaches widely used in the literature to describe these characteristics is evaluated through the estimation of parameters defining the range of time‐scales on which the scaling properties are valid. The results show that most of these timescale parameters are linked to the flow dynamics and suggest that the approaches applied are interrelated. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

基于经验模态分解的地震瞬时属性提取   总被引：5，自引：4，他引：1       下载免费PDF全文

陈林  宋海斌 《地球物理学进展》2008,23(4):1179-1185

传统复地震道方法提取的地震瞬时属性存在物理意义不明确、对噪声敏感等不足,本文探讨基于经验模态分解的地震瞬时属性提取方法,得到不同尺度下的地震瞬时属性,由此得到的瞬时频率在数值上与地震主频对应较好.将该方法提取的属性应用到海上地震数据中,显示出较好的效果.  相似文献   

反射地震走时层析成像中的大型稀疏矩阵压缩存储和求解   总被引：3，自引：1，他引：2       下载免费PDF全文

成谷  张宝金 《地球物理学进展》2008,23(3):674-680

反射地震走时层析成像是一种精度较高的速度求取方法,最终可归结为线性方程组的求解.方程组具有很大的维数,常规解法需要很大的存储量和计算量.本文考虑到当投影函数取为走时残差,图象函数取为慢度残差时,灵敏度矩阵中的元素表示射线经过网格的长度的特殊物理意义,采用行索引的压缩存储方式,在射线追踪正演模拟过程中直接压缩存储灵敏度矩阵,在层析反演过程中利用压缩后的矩阵进行求解,大大降低了存储量和计算量.  相似文献   

探地雷达时域多分辨法(MRTD)三维正演模拟   总被引：4，自引：2，他引：2       下载免费PDF全文

冯德山  戴前伟 《地球物理学进展》2008,23(5):1621-1625

应用小波伽略金方法,对Maxwell方程进行离散化,导出了DB2-MRTD算法的探地雷达3D差分公式、数值稳定性条件.在此基础上,开发了探地雷达MRTD(multi-resolution time domain)法正演模拟程序,该程序极大地提高了运算速度,改善了三维探地雷达正演方法,并利用该自制程序,对三角形金属体模型进行了正演模拟,得到了其相应的正演合成三维剖视图及切片图,通过对这些模拟结果进行分析,可以加深对三维雷达反射特征的认识,提高探地雷达探测的可靠性、准确度,同时也说明时域多分辨率法在探地雷达三维正演模拟中的有效性.  相似文献   

Effects of boundary conditions on vibrating mode of acoustic logging dipole transducer     

《中国科学D辑(英文版)》2008,(Z2)

Acoustic transducer is an important part of acoustic well logging tool. In this paper,ANSYS software package is used to design acoustic dipole transducer and simulate vibrating mode of the dipole transducer in different mechanical boundary conditions. The results show that boundary conditions influence the number of vibrating mode in the same frequency band and the frequency value of the same vibrating mode. Several acoustic dipole transducers are designed according to the results of numerical simulation and laboratory measurements. The basic frequency of vibrating mode of experi-ment has good agreement with that of simulation. The numerical simulation plays a good guidance role in designing,producing and correctly installing the acoustic dipole transducer.  相似文献