YRY-4型钻孔应变仪观测的P波剪应变

传统地震仪观测的是一个点的位移随时间的变化, 而应变仪观测的是位移的空间导数随时间的变化。 在四川姑咱台用YRY-4型四分量钻孔应变仪进行的每秒100次采样观测实验, 记录到三次地方震。 在这样高的采样率下, YRY-4型四分量应变仪观测数据保持了令人满意的自洽和足够高的信度。 观测表明, P波的应变不仅有面应变成分, 而且有剪应变成分。 这为澄清P波的性质, 给出了直接的观测证据。 根据弹性波理论, P波无旋转, 可以有体应变和剪应变成分。     

利用钻孔应变观测数据测定大震震级

尝试对敦化地震台YRY-4型钻孔应变仪记录的应变地震波持续时间进行研究,以中国地震台网统一地震目录Ms≥7震级为参考震级,用最小二乘法求得参考震级公式：MF-P=1.92＋1.48 lg（F-P）.通过验证,公式有意义,为现阶段应变地震波的应用找到一条路径.     

测震数采仪记录的钻孔应变

A seismometer data acquisition unit has been used in the Changping seismic station to record the output of a strainmeter.The output of a strainmeter was sampled at a rate of 100/sec by seismometer acquisition from the original rate of 1 per minute.Plenty of high frequency sampled data was recorded.The minute value curve calculated from the seismometer acquisition are consistent with that of the original data sampled by the strain acquisition system.More complete waveforms were recorded with a higher sampling rate,and seismic phase parameters calculated by using higher sampling rate strain seismic waves are also in consistency with the results of its predecessors.Spectra of the strain seismic waves are compared with that of seismic waves recorded by a seismometer in the Shisanling seismic station,and their trends are almost the same.Besides,some lower frequency components still exist in strain seismic waves.     

直达Ps与接收函数Ps联合分析地壳各向异性

本文尝试直接利用地震图记录中的Ps转换波,而非传统的接收函数方法,检测地壳介质的各向异性.虽然远震记录中的P波对Ps转换波会有干扰,但P波与Ps转换波具有不同的偏振特性,最小能量法可以将Ps转换波的各向异性参数检测出来,对时间窗的选择也很强壮.本文利用IC台网（New China Digital Seismograph Network,中国新数字地震台网）中的KMI,ENH,LSA,BJT,XAN,WMQ六个台站接收的宽频远震记录进行了测试,并且对比了接收函数方法的结果.研究表明,利用最小能量法直接测量与利用旋转相关法测量接收函数中Ps转换波的结果基本一致.两种方法测量所得的快波偏振方向与地壳运动方向,最大水平主压应力方向,震源机制解压缩轴方向,最大主压应变率方向以及已有的各向异性研究结果基本一致.     

弹性波克希霍夫积分偏移法

P、S波同时偏移法是为了适应复杂构造地区勘探情况而开始研究的一种偏移方法。在前人工作的基础上,应用弹性波克希霍夫积分偏移的基本原理,改进了纵波（PP）及转换波（PS）的同时克希霍夫积分偏移方法,给出了一种近于实用的计算机流程和程序;并用其分别对射线理论合成反射波资料、有限元模拟地震波传播资料进行了检验,证明此种方法是有效的。在解决复杂构造地区的地震波成象方面,该方法具有很大的潜力。     

滦县台YRY—2型钻孔应变仪两井孔固体潮观测的对比分析

本文介绍河北省滦县地震台两台YRY-2型钻孔应变仪的固体潮观测试验情况。对两口井的观测资料在数据处理过程中进行了多次调和分析计算。对不同方向的线应变及差应变观测资料进行了综合对比分析,结果表明:1.应变观测资料中含有较强的长趋势低频噪声和高频噪声,并且受气压的干扰明显。2.线应变受气压干扰比差应变高得多。3.两个井在各方向显示的主要潮汐波成份一致,为O_1、S_1,K_1、N_2、M_2、S_2波。4.经各种排除干扰方法的处理后,可得到较清晰的应变固体潮曲线和较为可信的应变固体潮调和分析结果。5.用一号井线应变计算出的差应变与二号井直接测到的差应变,两者的调和分析结果一致,两口井的固体潮观测起到了相互验证的作用。     

The Western Bohemia/Vogtland Region in the Light of the Webnet Network

The local network of digital seismic stations WEBNET monitors the seismic activitv of practically the whole region of Western Bohemia/Vogtland swarms. The network consists of ten short-period stations and one very broadband station. The paper describes the configuration of the network, instrumental equipment and the basic parameters of the stations. The method of and formula for computing the local magnitudes from the WEBNET and KRASLICE seismograms are also given. Based on continuous WEBNET observations in the period 1995-1999, we were able to improve the model of temporal and spatial energy release in the region, the principal characteristics of which are summarised in the paper. Apart from direct P and S waves, the WEBNET seismograms also contain other significant P- and S-type waves, provisionally interpreted as reflected PxP, SxS and SxP waves. The fundamental characteristics of these waves are given in the paper, and tentative mechanisms of their origination are discussed. The large residua in the travel times of the P and S waves, and the discrepancies in the seismograms recorded at stations located east of the principal focal zone are pointed out.     

China's component borehole strainmeter network

In 2004, China's digital seismic observation network project began to deploy 40 sets YRY-4 four-component borehole strainmeters in order to monitor earthquake preparation process. The paper describes observed solid tidal strain discreteness and tidal factor anisotropy, analyzes the reliability of observational data and discusses the cause for this phenomenon. After getting rid of interferences, the network, in two years practice, has observed several pre-seismic strain anomalies at stations close to epicenters especially in the Wenchuan <i<M</i<<sub<S</sub<8.0 megaquake. It shows that this borehole strainmeter network is capable of monitoring seismogenic process.     

基于近震转换波的沉积层地区震源深度测定方法

基于合成地震图,并与观测数据对比,对沉积层地区近震波形的频率成分、偏振和走时等特征进行了分析,确认了沉积-基底界面的Sp转换波.研究表明：在给定震中距时,Sp转换波与直达P波的到时差随震源深度的增加近似呈线性增加,可以用来较好地约束震源深度.以2015年4月19日河北文安M3.0地震和2006年7月4日河北文安M5.1地震为例,验证了使用近震Sp转换波测定沉积层地区震源深度的可行性.利用Sp转换波对2015年4月19日河北文安M3.0地震重新测定震源深度的结果为18 km左右,而不是地震目录中给出的29 km,说明该地震发生在中上地壳,而不是下地壳.本文给出的方法可应用于测定沉积层地区的震源深度.     

A comparative analysis of seismic response of shallow buried underground structure under incident P,SV and Rayleigh waves

In this study, A time-domain seismic response analysis method and a calculation model of the underground structure that can realize the input of seismic P, SV and Rayleigh waves are established, based on the viscoelastic artificial boundary elements and the boundary substructure method for seismic wave input. After verifying the calculation accuracy, a comparative study on seismic response of a shallow-buried, double-deck, double-span subway station structure under incident P, SV and Rayleigh waves is conducted. The research results show that there are certain differences in the cross-sectional internal force distribution characteristics of underground structures under different types of seismic waves. The research results show that there are certain differences in the internal force distribution characteristics of underground structures under different types of seismic waves. At the bottom of the side wall, the top and bottom of the center pillar of the underground structure, the section bending moments of the underground structure under the incidences of SV wave and Rayleigh wave are relatively close, and are significantly larger than the calculation result under the incidence of P wave. At the center of the side wall and the top floor of the structure, the peak value of the cross-sectional internal force under the incident Rayleigh wave is larger than the calculation result under SV wave. In addition, the floor of the underground structure under Rayleigh waves vibrates in both the horizontal and vertical directions, and the magnification effect in the vertical direction is more significant. Considering that the current seismic research of underground structures mainly considers the effect of body waves such as the shear waves, sufficient attention should be paid to the incidence of Rayleigh waves in the future seismic design of shallow underground structures.     

2012年印尼8.6级地震应变地震波的Hilbert-Huang时频分析

本文通过端点效应压制的Hilbert-Huang变换, 对大同及沁源台布置的四分量钻孔应变仪记录的印尼8.6级地震激发的应变地震波形进行时频分析, 结果显示印尼8.6级地震的主震和8.2级余震的应变地震波序列各个震相具有不同的时频特征: ① 地震波到达之前的所谓“环境噪声”部分, 瞬时频率低, 瞬时振幅小; ② P波初至时, 高频成分突然增加, 振幅也随即增强; ③ S波到达时, 频率有所降低而振幅剧烈上升; ④ 面波到达时, 振幅进一步剧烈上升达到整个序列的极大值; ⑤ 尾波部分振幅逐渐降低, 但与噪声部分相比频率依然偏高, 振幅依然偏大。 本文也将应变地震波与地震仪记录的地震波进行对比, 虽然应变地震波与地震波波形和Fourier谱具有极高的相关系数, 但从Hilbert-Huang变换得到的边际谱上看, 应变地震波与地震波有显著的区别, 应变地震波比地震波记录的低频成分相对更多。 通过Hilbert谱, 有助于更好地了解非平稳信号的局部特征, 对于突变信号的地震波, Hilbert-Huang变换是一个较好的时频分析工具。     

钻孔倾斜仪高频实验观测数据的初步分析

利用测震数采器对昌平台CZB钻孔倾斜仪开展了100次/秒的高频采集实验,记录到了可靠的观测资料,其中蕴含的地震信息也更加丰富。同时利用十三陵台测震资料与昌平台钻孔倾斜高频观测资料进行对比分析,结果表明:两种仪器都记录到了地震波响应,但由于频响特性差异,钻孔倾斜仪记录的地震波所对应的P波震相较弱;通过频谱分析估计钻孔倾斜仪的频响偏低频,其频率上限大致在0.1Hz以内;对于一个近地震事件,钻孔倾斜仪的响应表现出与测震仪完全不一样的形态,其低频响应明显优于高频响应;对于远震,随着震中距的增加,两者响应特性逐渐趋于一致。     

天然地震频率范围内首都圈地区近地表S波速度结构c

近地表沉积层的S速度结构是强地面震动模拟和地震灾害估计的重要参数,尤其是浅部的S波速度结构在工程上具有重要的应用意义．目前大部分资料来源于工程钻孔或工程地震探测,很少有地震波频率范围内的S波速度结构,或者深度达数百米的S波速度结构．通过对天然地震的井下摆波形记录的分析,提供了一种测量地震波频率范围深达数百米的S波速度的有效方法．收集了首都圈地区44个井下摆的近震记录,利用广义射线方法确认了直达S波及其在地表的反射波震相,并通过测量不同台站上两个震相的到时差,获得了首都圈地区浅层100——500m 深度范围的S波速度结构．研究发现,浅部100m 的平均S波速度低于300m/s．当深度增加到500m 时S波速增加到800m/s,平均速度梯度为0.8 （m/s）/m．研究结果表明,井下摆地震记录波形是研究沉积盆地浅层S波结构的重要资料,将为沉积盆地的强地面震动模拟提供重要基础参数．      

瑞利波测试技术用于剪切波速勘探之研究

本文根据瑞利波测量所得波形的变化特征，分析研究了地基参数对瑞利波弥散曲线的影响规律，提出了利用瑞利波测试剪切波速的方法。在研究过程中，对瑞利波测试技术进行了探讨，并引入了相关分析原理，以消除噪声、系统的非线性以及其它一些人为因素的干扰。最后结合实例，论证该技术用于实际勘探的可行性并指出其存在的问题和有待进一步完善的工作。     

青藏高原中部Quasi-Love波的识别及其转换点揭示的东西向方位各向异性变化

目前人们利用4种基本的地震波现象研究地震各向异性,如横波双折射、面波散射、与传播方向有关的走时异常和PS转换波震相.本文利用面波散射产生的Quasi-Love（QL）波研究青藏高原上地幔顶部的各向异性结构特征.首先利用中国地震台网昌都（CAD）台记录的地震波形资料识别出产生QL波的路径,并利用合成地震记录和垂直偏振极性分析证实所观测到的为QL波,而不是高阶振型的Rayleigh波或其他体波震相;然后由Rayleigh波、Love波和QL波的群速度估算了各向异性结构横向变化的转换点;不同周期时,转换点的位置不同,这种频率依赖性还需要进一步的模拟研究.Love波向Rayleigh波耦合（产生QL波）的转换点位置揭示了青藏高原面波方位各向异性变化特征,并以南北向构造带的东西分段性、上地幔流引起的地球内力诱导岩石形变解释了青藏高原各向异性的东西向差异性.     

3种钻孔应变仪记录的玛多MS7.4地震同震响应特征对比分析

针对2021年5月22日青海玛多MS7.4地震,采用3种型号的钻孔应变仪观测到的应变资料对比分析同震应变波,结果表明3种仪器记录同震的初动时间、波动幅度和持续时间等存在一定差别:在震中距相当的情况下,TJ型体应变仪和RZB型四分量钻孔应变仪存在波动幅度变化小、持续时间短的问题,难以从背景变化中区分同震响应,影响钻孔仪器同震规律研究; YRY?4型四分量钻孔应变仪波动幅度变化大,持续时间长,在映震效果上表现较为突出。     

江宁地震台YRY-4型四分量钻孔应变仪可靠性检验

江宁地震台YRY-4型四分量钻孔应变仪于2006年12月安装运行,多年来积累了大量应变观测数据。采用Venedikov调和及相对标定等方法,从观测数据年变幅度、连续率及稳定性等方面,检验该台钻孔应变可靠性,结果表明,2009年以来,江宁地震台分量钻孔应变观测变仪器运行稳定、可靠,观测资料连续,符合地壳形变观测技术规范要求。     

较复杂介质波场计算中的一种透射边界

传统的人工边界是在声波或弹性波分解为内行和外行分量的基础上设计的.对于较复杂的介质模型（如粘弹介质、弹塑介质、塑性介质模型等）,地震波不能简单地分解为各自满足其运动方程的纵波、横波等成分,且地震波在传播过程中还有衰减现象,因此传统的人工边界已不能有效地用于非弹性的较复杂介质的波场模拟.本文提出了一种适合于更一般的地震模型的波场计算的透射边界条件,并以粘弹介质的一个较简单的二维几何模型为例,通过有限元数值求解这种透射边界和刚性边界下粘弹波的激发和传播,得到地面合成地震记录,证明了这种透射边界用于较复杂介质波场计算是可行的.     

柴达木盆地东部地震地面运动放大效应

柴达木盆地是青藏高原东北部大型断陷山间盆地,该地区的流动观测记录了2008年11月10日发生于大柴旦附近的M_W6.3地震。和附近的基岩上的记录相比,盆地内部的记录显示出非常显著的地面运动放大效应,表现为峰值速度的增大、持续时间的延长,其呈现出长持续时间的后续震相。傅里叶频谱分析表明盆地内部显著的后续震相的频率和直达波相比较低,地面质点运动轨迹图显示后续震相为面波运动特征。为了解释地面运动的差异,构建二维模型,通过交错网格高阶有限差分方法计算了地震波在盆地内部的传播过程,结果显示盆地内部低速层的存在造成直达波的放大以及多次反射与转换,盆地边缘结构造成的波的相干叠加产生了强烈的次生面波,其低频、大振幅、长持续时间的特征是盆地内部地面运动放大的主要原因。     

Comparative analysis of the characteristics of global seismic wave propagation excited by the Mw9.0 Tohoku earthquake using numerical simulation

Giant earthquakes generate rich signals that can be used to explore the characteristics of the hierarchical structure of the Earth’s interior associated with the eigenfrequencies of the Earth.We employ the spectral element method,incorporated with large-scale parallel computing technology,to investigate the characteristics of global seismic wave propagation excited by the2011 Mw9.0 Tohoku earthquake.The transversely isotropic PREM model is employed as a prototype of our numerical global Earth model.Topographic data and the effect of the oceans are taken into consideration.Wave propagation processes are simulated by solving three-dimensional elastic wave governing equations with the seismic moment tensor obtained from the Global Centroid Moment Tensor Catalog.Three-dimensional visualization of our computing results displays the nature of the global seismic wave propagation.Comparative analysis of our calculations with observations obtained from the Incorporated Research Institutions for Seismology demonstrates the reliability and feasibility of our numerical results.We compare synthetic seismograms with incorporated and unincorporated ocean models.First results show that the oceans have obvious effects on the characteristics of seismic wave propagation.The peak displacement and peak velocity of P waves become relatively small under the effect of the ocean.However,the effect of the ocean on S-waves is complex.The displacement and velocity of S waves decrease rapidly over time using an unincorporated ocean model.Therefore,the effects of the ocean should be incorporated when undertaking quantitative earthquake hazard assessments on coastal areas.In addition,we undertake comparative analysis on the characteristics of the Earth’s oscillation excited by the 2004 Sumatra-Andaman,2008 Wenchuan,and 2011Tohoku earthquakes that incorporate the effect of the Earth’s gravitational potential.A comparison of the amplitude spectra of the numerical records indicates that energy released by the three big earthquakes is different.Our comparative analysis realizes that the computing results can accurately reproduce some eigenfrequencies of the Earth,such as toroidal modes 0T2 to 0T13and spheroidal modes 0S7 to 0S31.These results demonstrate that numerical simulations can be successfully used to investigate the Earth’s oscillations.We propose that numerical simulations can be used as one of the major tools to further reveal how the Earth’s lateral heterogeneities affect the Earth’s oscillations.