利用数字化地震波形资料研究山西中南部地区的非弹性衰减系数、震源参数和场地响应

利用遗传算法反演山西中南部地区14个地震震源谱的低频水平、拐角频率和7个台站的场地响应。结果表明,Q(f)与频率的关系是:Q(f)=299.4f0.563;7个基岩台中岢岚、东山、阳城台在3 Hz~6 Hz附近有6~8倍的放大、离石台在2 Hz~10 Hz有2~3倍的放大。标量地震矩M。与ML震级线性相关较好,震源半径在230 m~508 m之间;拐角频率和地震矩之间的关系表现为拐角频率随地震矩的减小而增大;应力降和地震矩之间存在着应力降随地震矩的增大而增大的关系。     

浙江湖南镇水库1982年5月22日3.1级地震序列的近场地声观测和初步研究

本文介绍湖南镇水库1982年5月22日ML=3.1级地震序列的近场地声观测和初步研究结果。观测表明:每一次地震都伴随地声。地声系相应地震事件辐射的高频弹性体波。其经由地面透射与空气耦合后形成可听地声。地声活动性在3.1级主震前后呈明显的阶段性变化特征。地声频率为60——250Hz,其加速度功率谱主频率fD为80——150Hz。研究了主频率的时间序列,发现前震期地声主频率由高值向低值转移,主震时达极低值。余震期内,主频率则由低值向高值回升,fD与ML呈幂函数关系fD=130.7(ML+2)-0.3。研究表明,地声主频率与时间、震级的相关性主要取决于震源破裂尺度,同时也与震源介质的应力状态和品质因数Q值变化有关。3.1级地震序列的近场地声观测和研究结果,与近年来国内外岩石破裂过程与声发射活动性和波谱特征的实验研究结果颇为一致。它表明,在矿山和地震活动区进行近场地声连续观测和实时分析,对岩爆和地震过程的预测有重要意义。      

基于快速傅里叶变换的地震波加速度构成及其幅频特性研究

根据2008年汶川M_S8.0地震广元曾家台(GYZJ)的强震记录,运用Matlab软件对东西向55—75 s的加速度时程进行快速傅里叶变换,得到有限复傅里叶系数,从而将离散的加速度记录转化为加速度随时间变化的函数表达式. 该表达式中包含了50组不同频率的正弦波和余弦波,由此确定了地震波加速度的主要构成. 经回归分析可知, 函数计算值与原始记录的相关系数R为0.9,拟合程度良好; 利用SeismoSignal软件对地震波加速度时程进行谱分析,结果表明在原来的波中频率约为2.8 Hz的谐振分量振幅最大且0—10 Hz这一频段的波最为丰富. 这一结果与函数表达式中频率与振幅的分布基本吻合, 为深入研究汶川地震的动力特性及其对山体动力效应的分析提供了重要的理论依据,具有广阔的应用前景.      

Strongly Frequency-Dependent Intrinsic and Scattering Q for the Western Margin of the Sichuan Basin, China, as Revealed by a Phenomenological Model

Through applying the energy-flux model to teleseismic P-wave data, seismological scattering Q and intrinsic Q for the western margin of the Sichuan basin in southwestern China are estimated separately. The results exemplify the frequency-dependent Q values in the seismic frequency band. The scattering Q is heavily frequency-dependent and reaches a minimum at ~1.5 Hz. The intrinsic Q is nearly invariant for frequencies above 2 Hz and rapidly increases at lower frequencies. A major advantage of the energy-flux model is that it is a phenomenological model based on the conservation of energy and requires no geometrical spreading correction. The results are good counterexamples against the claim of a frequency-independent seismological Q.     

唐山-北京地区Q因子随频率的变化

应用唐山——北京地区的选频地震仪台网资料, 使用单台法可求出台网中各台台址附近的区域性尾波Q值.为从台站所记录的多个地震中作出归一化的尾波衰减包络线, 以求出表征地区性特点的参数, 代替过去的肉眼估计拼合法, 本文推算出使用补偿值1nA=1.73M, 其中M为实测震级与归一化所用参考震级之差, 1nA是为归一化而取用的尾波振幅补偿值.用这一修正式来归一不同震级所记录地震的尾波震幅, 可取得较为满意的组合衰减包络线, 从而可对每一个地震台利用多个地震记录综合后求出台站周围地区的等效9值, 以及它们与频率间的关系.结果表明:在跨距为百余公里的各台上, Q值均可表达为Q=Q0fn, 其中Q0为1Hz时的品质因数, f为频率, 为因地而异的常数.值得注意的是, 各台的Q0值, 其差异可达一倍以上.最小的为沙城台, Q0=122, 最大的为马道峪台, Q0=292;但六个台中有五个台的Q值幂次都基本相同, 大体在0.60上下.实际测量表明, 马道峪台附近的高Q值是体现在所有频率上均有较高的Q值, 而沙城台附近的低Q值也是表现在所有频率上均有较低的Q值.因此, 一方面可看出实际测量结果有较好的可信度, 另一方面可认为值的一致性反映各台上引起衰减的物理本质大体上是相同的.作为一个大区域来考虑, 综合此地区六个台所有频道上的资料, 进行线性拟合可得出该地区的平均值: f=1Hz时, Q0=189.由于Q值是频率的强依赖函数, 所有关于衰减的研究结果, 特别是在1-40Hz的高频范围内, 必须要考虑频率因素。      

西昌地区地方震尾波衰减Q值

基于单次散射模型的尾波动功率谱分析法,利用西昌遥测台网地震波实时处理系统记录的２４个地震数字化波形资料,计算了西昌地区地球介质对应于１３个不同的ＱＣ值,在１．０－２０．０Ｈｚ频率范围内,以幂函数ＱＣ＝ＱＣｆ＾ｎ拟合ＱＣ值随的变化关系,其中Ｑ０值在４３．０－８２．４之间,ｎ值在０．２４－０．９４之间,平均值分别为６６．２和０．５３。     

Attenuation of coda waves and Q_c value beneath the Chengdu telemetered seismic network

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Evidence for fault-related directionality and localized site effects from strong motion recordings of the 2003 Boumerdes (Algeria) earthquake: Consequences on damage distribution and the Algerian seismic code

The Algiers–Boumerdes region has been struck by a destructive magnitude 6.8 (M_w) earthquake on May 21, 2003. The study presented in this paper is based on main shock strong motions from 13 stations of the Algerian accelerograph network. A maximum 0.58g peak ground acceleration (PGA) has been recorded at 20 km from the epicenter, only about 150 m away from a PGA of 0.34g, with both a central frequency around 5 Hz, explained by a strong very localized site effect, confirmed by receiver function technique results showing peaks at 5 Hz with amplitudes changing by a factor of 2. Soil amplifications are also evidenced at stations located in the quaternary Mitidja basin, explaining the higher PGA values recorded at these stations than at stations located on firm soil at similar distances from the epicenter. A fault-related directionality effect observed on the strong motion records and confirmed by the study of the seismic movement anisotropy, in agreement with the N65 fault plan direction, explains the SW–NE orientation of the main damage zone. In the near field, strong motions present a high-frequency content starting at 3 Hz with a central frequency around 8 Hz, while in the far field their central frequency is around 3 Hz, explaining the high level of damage in the 3- to 4-story buildings in the epicentral zone. The design spectra overestimate the recorded mean response spectra, and its high corner frequency is less than the recorded one, leading to a re-examination of the seismic design code that should definitively integrate site-related coefficient, to account for the up to now neglected site amplification, as well as a re-modeling of the actual design spectra. Finally, both the proposed Algerian attenuation law and the worldwide laws usually used in Algeria underestimate the recorded accelerations of the 6.8 (M_w) Boumerdes earthquake, clearly showing that it is not possible to extrapolate the proposed Algerian law to major earthquakes.     

Two-dimensional nonlinear site response analysis of Adapazarı plain and predictions inferred from aftershocks of the Kocaeli earthquake of 17 August 1999

The objective of this study is to investigate the effects of local site conditions in the Adapazarı plain crossing the severely damaged central part of Sakarya during the 17th August earthquake. A two-dimensional model has been used to obtain the free-field motions in the valley and on surface formations. A preliminary geotechnical profile model developed from available but limited soil data was checked using recordings of some specific locations where a strong ground motion accelerometer array was in operation after the main earthquake. The range of validity of the model was assessed and modifications were made to compare with the actual recorded motions. The purpose of building such a model, which was used to study the aftershocks in Adapazarı, is to provide an improved database to be used for the design of structures in the city. This study also attempts to provide greater insight into the local site response phenomena through the use of a two-dimensional nonlinear analysis. Simulated site responses are in global agreement with the recorded data. In general agreement between the amplification functions of the computed and recorded data is satisfactory for the frequencies of engineering interest. Alluvial sites show amplification factors in the range of 4–6 in the frequencies between 0.6 and 2 Hz. A relatively shallow alluvial station, HASTAHANE, experienced considerable amplification for small aftershocks and deamplification for the strongest aftershock in frequencies between 0.5 and 2 Hz. Another station, TOYOTA, with significant deamplification characteristics and a clearly observed peak response frequency shift at the soil resonant frequency may have experienced soil shear failure during the strongest aftershock. Other alluvial stations, SEKER and GENC, show deamplification characteristics at 0.55 and at around 1 Hz. with the peak frequency shifts during the magnitude 5.8 aftershock. In general, site responses are larger in the alluvial basin for all aftershocks except the magnitude 5.8 event.     

点震源作用下三维沉积盆地地震动谱元模拟

基于高精度谱元法(SEM),以半空间中椭球形沉积盆地为例,研究了点震源作用下三维沉积盆地的地震响应。研究结果表明:沉积盆地对地震动幅值有显著的放大效应,对地震持时有明显的增长效应,地震动空间分布规律受控于震源频率和近断层倾角等因素。主要体现为以下几点:(1)震源函数主频率较高时,沉积盆地内部出现多个波峰波谷,局部聚焦增强,放大效应显著,如震源频率为2Hz时在沉积盆地中心位置的加速度峰值可达1Hz时的5.6倍;(2)随着断层倾角的增大,断层上盘效应逐渐减弱,地表加速度的峰值在逐渐减小,30°倾角断层沉积盆地中心的加速度达1.96m/s^2,是90°倾角断层加速度值的5.2倍;(3)震源频率和断层倾角对位移的影响没有对加速度的显著。     

松辽盆地地层吸收特性和地震波衰减规律研究

选取有代表性的岩石样本，实验室模拟地下岩层的实际物理状态，对P波的品质因素Q和波速进行了测试，结果表明，松辽盆地地下岩层的P波Q和波速皆随压力的增中呈线性增加，随温度的增加呈线性减小；且Q与波速符合幂律关系，粘弹介质地震波场正演模拟表明，导致地震波衰减的主要是第四系低速带的影响，通过对震测井资料估算，按目前的地震采集方式，即潜水面（低速带）以下激发，检波器地面接收，从激发到接收，地震波在第四系中高频成分将损失170Hz，在最理想情况下，爆炸震源激发的初始子波频宽为402Hz，经过第四系和下伏地层吸收，第四系以下的反射波频带宽度不会超过232Hz，这是松辽盆地受地层吸收限制的高频采集极限。     

BOREHOLE EFFECTS ON DOWNHOLE SEISMIC MEASUREMENTS1

An exact formulation for borehole coupling, which is valid for all frequencies and all azimuthally symmetric and non-symmetric components, is presented. The borehole effects on downhole seismic measurements are studied in detail as functions of frequency, angle of incidence and polarization of an incident wave as well as geophone orientation. We found that correction for the borehole effect on downhole measurements should be made for frequencies above 500 Hz in a hard formation. In a soft formation, if the angle of incidence is well away from the resonance angle for SV incidence, no borehole correction is needed for frequencies below 300 Hz, while for frequencies above 300 Hz, the borehole can cause severe problems in downhole measurements. The borehole can also significantly alter the particle motion direction which implies that horizontal component rotation from data itself is unreliable for experiments with frequencies above 1 kHz in the hard formation and around 500 Hz in the soft formation.     

Multichannel estimation of frequency-department Q from VSP data1

A Method of estimating attenauation from the first arrivals of VSP data is presented. The motivation is the desire to investigate the effects of scattering on wave propagation, and particularly the apparent attenuation and associated phase delay due to fine layering (the O'Doherty-Anstey effect). In order to take account of the frequency dependence of the predicted scattering attenuation, and to provide robust statistics for the estimates, a beam-forming method is used to measure the attenuation. This simularaneously estimates the slowness and polarization angle of the different wave modes, and results in attenuation measurements which are largely free of interference from reflected and mode-converted energy. By working in the frequency domain and measuring amplitude decay with depth, the frequency dependence of the attenuation is also accounted for. The beam-forming algorithm works in two passes, the first of which estimates slownesses and polarization angles over a small depth range, while the second uses the information from the first pass over a larger depth range to estimate attenuation. An approximate error analysis of the method shows that the standard variance of the estimated Q values is proportional to Q² and the data quality (measured by its spectral coherence), and inversely proportional to the square of the analysis depth range and the square of the frequency. Hence the depth resolution is traded against the stability of the results. The method is applied to a zero-offset three-component VSP. The data are of good quality, with a bandwidth ranging from 180 Hz in the shallow part to 100 Hz in the deepest part. Stable results were obtained using a 450 m depth range. Above about 50 Hz, there is little evidence of frequency dependence in the attenuation. There is a clear division in depth into layers of higher and lower attenuation, with values of Q typically between 50 and 200. Below 50 Hz, however, attenuation increases rapidly with decreasing frequency throughout the depth range, with values of Q of less than 10 at 15 Hz. This behaviour appears anomalous since on physical grounds we expect very high values of Q at low frequency, and we have no explanation for these observations.     

自贡市西山公园地形对地震动的影响

不规则地形和土层对地震动的影响较大,建(构)筑物选址及其抗震设防必须考虑地形和土层场地的放大效应,以避免或减轻其震害.利用自贡地形台阵记录的汶川地震(M_s8.0)的主震加速度时程,基于传统谱比法分别研究了地形和土层场地对地震动的放大效应.结果表明:(1)地形场地在低频的放大效应不明显,最大仅为1.24;在高频的放大效应较显著,在1~10 Hz频带,山顶的放大效应最大,EW、NS和UD地震动的最大放大效应分别为4.15、3.61和2.41,对应频率分别为5.72 Hz、6.46 Hz和7.44 Hz;在10~20 Hz频带,靠近山顶的山脊上某个地震动分量的放大效应最大,7#台站EW、5#台站NS和7#台站UD地震动的最大放大效应分别为9.10、5.56和2.52,对应频率分别为16.97 Hz、16.91 Hz和17.91 Hz.(2)地形场地的最大放大效应随高度有增加的趋势,且在0.1~10 Hz频带随高度增加的趋势更加明显.(3)土层场地水平向地震动在2 Hz以上开始明显放大,竖向地震动在4 Hz以上开始明显放大;EW、NS和UD地震动的最大放大效应分别为13.4、12.168和6.0,对应频率分别为6.94 Hz、7.55 Hz和10.8 Hz.(4)土层场地与地形场地的最大放大效应相比较,前者显著大于后者,对于水平向地震动,前者至少是后者的3倍以上;对于竖向地震动,前者至少是后者的2.5倍以上.(5)无论是地形场地还是土层场地,地震动的最大放大效应均有水平向大于竖向的特征.     

Synthetic sensitivity analysis of high frequency radiation of 2011 Tohoku-Oki （Mw 9.0） earthquake

Frequency-dependent rupture behavior of sub- duction zone interplate megathrust faults has been observed by back-projection method in different frequency bands （from 0.05 to 5 Hz）. It has been suggested that the down-dip region of the Tohoku megathrust radiated strongly at high frequencies （〉10 Hz） compared with that of the up-dip region. By assuming the same source tirne function of each fault patch, we perform a synthetic sensitivity analysis to compare the energy received from the shallower parts （and further way from the receiver sites） with that frona the deeper parts （and closer to the receiver sites） of the rupture. Our results indicate that regional onshore recordings are probably not adequate to constrain the presence of far-off shore high frequency radiations because of the strong attenuation of this region.     

ELF and VLF electric field measurements with the Interkosmos 10 satellite

Summary The ELF-VLF experiment onboard the Interkosmos 10 satellite consisted mainly of a broadband receiver covering the frequency range from 20 Hz to 22 kHz. The signal level in this broad band has also been measured, as well as the level in two narrow bands with centre frequencies of 720 Hz and 4 kHz. The electric component of the ELF-VLF fields has been measured by using an electric dipole antenna, 2.35 m in length. The purpose of this paper is to characterise the data obtained by the broadband RTT transmissions at the Panská Ves station during the seven-months active period of the satellite. The spectral analysis of all broad-band ELF-VLF recordings has been used. Examples of some typical phenomena, most frequently observed at different invariant latitudes are given.     

Synthetic sensitivity analysis of high frequency radiation of 2011 Tohoku-Oki (M W 9.0) earthquake

Frequency-dependent rupture behavior of subduction zone interplate megathrust faults has been observed by back-projection method in different frequency bands (from 0.05 to 5 Hz). It has been suggested that the down-dip region of the Tohoku megathrust radiated strongly at high frequencies (>10 Hz) compared with that of the up-dip region. By assuming the same source time function of each fault patch, we perform a synthetic sensitivity analysis to compare the energy received from the shallower parts (and further way from the receiver sites) with that from the deeper parts (and closer to the receiver sites) of the rupture. Our results indicate that regional on-shore recordings are probably not adequate to constrain the presence of far-off shore high frequency radiations because of the strong attenuation of this region.     

High-frequency P- and S-wave Attenuation in the Earth

—Investigations of the spectral characteristics of teleseismic body waves revealed that the spectral falloff rate between 1 Hz and 10 Hz is primarily controlled by anelastic attenuation along the path. In addition, the amount of high-frequency energy in teleseismic body waves is far above the level expected on the basis of Q estimates at low frequencies, thus leading to the idea of frequency dependence in Q. Q variations in the earth’s mantle can be investigated by mapping out the variations of high frequency (4 - 10 Hz) energy relative to the low frequency (1 - 3 Hz) energy in teleseismic P waves, and similar ratios at lower frequencies in teleseismic S waves. Because of the extreme sensitivity of spectral content of short-period body waves to Q variations, large uncertainties in other factors affecting spectral content can be tolerated in such studies. With the increasing number and density of broadband seismic stations recording at high sampling rates, tomographic studies of Q at high frequencies become possible.     

速度、加速度检波器及其获取信息的研究(英文)

本文从两种类型的地震检波器(10hz动圈式速度检波器和压电加速度检波器)及其检测介质的两种运动动参数(速度和加速度)入手,测试和对比分析了它们的频率响应函数,指出了二者的差异。又对两种检波器进行了冲击振动试验和结果对比,分析了其响应信号的特征和携带信息的能力。并于某地区在可比条件下进行了地震数据采集对比试验,对用两种检波器采集得到的单炮资料和叠加时间剖面进行了对比分析。结果表明,加速度信号更能满足当前和今后地震勘探对地震信号的高信噪比、高精度、高分辨率和大信息量的要求。