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1.
Complex geophysical investigations of the earth dam of the Irkutsk hydroelectric power plant (HEP) revealed strong negative
anomalies of the natural electric field (NEF). These anomalies are associated with focal mechanisms of earthquakes, in which
subhorizontal compressive stresses prevail. The sources of such earthquakes are located in the south of the Baikal rift zone.
Their epicentral distances are comparable with the range of the action of precursors of earthquakes with M > 5. NEF anomalies correlate with an increase in the filtration at the earth’s dam base in the Angara fault zone along the
Angara River bed. In the shape of their plots, manifestations of these NEF anomalies are similar to variations in the ratios
of velocities of longitudinal and transverse waves before earthquakes in the Garm region. 相似文献
2.
刘晓红 《地震学报(英文版)》1996,9(2):345-349
Ｔｈｅｍａｎｕｆａｃｔｕｒｅｏｆａｔｈｒｅｅ－ｄｉｍｅｎｓｉｏｎａｌｔｒａｎｓｄｕｃｅｒｕｓｅｄｉｎｌａｂｏｒａｔｏｒｙＸＩＡＯ－ＨＯＮＧＬＩＵ（刘晓红）（ＩｎｓｔｉｔｕｔｅｏｆＧｅｏｐｈｙｓｉｃｓ，ＳｔａｔｅＳｅｉｓｍｏｌｏｇｉｃａｌＢｕｒｅａｕ，... 相似文献
3.
2018年10月31日16时29分四川西昌发生M_S5.1地震,震中距官地大坝26 km,官地大坝强震监测台阵完整地记录到了本次地震过程。基于官地大坝强震监测台阵记录到的西昌地震强震动数据,通过分析各测点的时程特征、频谱反应规律,研究官地大坝在西昌地震作用下的反应特征和规律。研究表明大坝各部位PGA范围在3.70～69.98 gal,仪器烈度值在1.8～5.2度之间,受西昌地震破裂方向影响,强震动三分向峰值及频谱特性随着高程的增加呈明显的方向性放大效应,总体表现为顺河向分量大于横河向和垂直向分量;此次地震反应周期小于大坝基岩场地特征周期,且西昌地震激励下大坝场地卓越周期与大坝自振周期相差较大,本次地震对大坝安全无影响。 相似文献
4.
随着深井观测地震台网的进一步发展,在深井中获得的地震资料反映出了不少有意义的信息。本文对纵向不同深度上记录的地震波特征进行了分析和研究,探讨了纵向不同深度上各点之间记录的地震波走时差异和振幅差异的物理成因,指出了台基介质特性及空间状态(全空间或半空间)对地震波传播特征和记录特征的影响,并用软盖层效应加以统一解释。结果表明,在地下纵向不同深度上,自下而上直至地面,地震波的位移幅度逐渐放大、走时加长、周期变大;平原地区的松散沉积覆盖层对地震波产生放大、延时和滤波作用;在井下可以观测到向下传播的地面反射波,因而使得波列变复杂。 相似文献
5.
为优化处于长周期地震动输入下的大型建筑剪力墙结构,进行了振动台试验。分析普通地震动与长周期地震动波的区别,证明了长周期地震波具有显著长周期分量的特性。将某一高层酒店剪力墙作为研究案例,设计模拟实验台的构建流程与传感器布局,将建筑模型缩尺比例设置为1∶10。选择CA波、RG波、EL波作为实验用地震波,从位移与结构周期、层间剪力与位移比、易损性以及损失评估等方面对大型建筑剪力墙的抗震性能进行了评估。振动台试验结果表明,在位移相同的情况下,长周期地震波下的建筑极限承载力最小;在经历CA波、RG波、EL波后,模型的自振周期均发生变化,而EL波作用下模型的自振周期始终比基本周期略长;不同地震波下,X、Y向层间剪力变化基本趋于一致;CA波、EL波作用下,X向位移比较为接近,而剪力墙Y向上位移比在三种地震波作用下具有较大差异性;在长周期地震波作用下,大型建筑剪力墙损伤最为严重。 相似文献
6.
冶勒沥青混凝土心墙堆石坝最大坝高为124.5m,坝址区地震烈度高,地质条件复杂。大坝上布设了9台强震仪组成的强震监测台阵,自2005年12月开始投入运行至2014年12月底共获得有效记录57次,其中包括汶川地震、攀枝花地震和芦山地震记录。对典型强震记录进行时域分析和频谱分析,初步总结了冶勒大坝的动力反应特性。研究结果表明,大坝坝顶部位的动力反应主要以放大为主,并且随着底部PGA的减小,坝体放大倍数明显增大;由于地震动本身震源特性、传播途径的差异,大坝在不同地震中动力反应的频谱特性明显不同,但多次记录均显示土石坝体有较为明显的滤波作用。 相似文献
7.
G. Roult 《Physics of the Earth and Planetary Interiors》1975,10(2):159-166
The quality factor of the free oscillations of the earth is calculated from the observed time rate of decay of the energy. Records of the I.P.G.P. long-period data acquisition system are used, after a process enhancing a chosen mode, so that the scatter in the Q results is reduced. Determination of attenuation is made for the spheroidal and torsional fundamental modes and two torsional higher modes.The attenuation of seismic waves is determined from the decay of energy of standing-wave patterns with time, and from the damping of travelling waves with distance, using the surface mantle waves recorded at a single I.P.G.P. long-period seismic station after each great circle path (Gaulon, 1971). 相似文献
8.
为了考虑地震波斜入射对坝后式厂房易损性的影响,通过斜入射SV波和P波波场叠加,在地表得到与实测地震动一致的设计地震动分量。同时为了考虑坝后式厂房的动力损伤,在程序中嵌入混凝土动力损伤本构,编写了可以考虑地震波斜入射体系的结构易损性分析程序。最后从太平洋地震工程研究中心（PEER）数据库中选取26条近场地震动数据,根据峰值地面加速度（PGA）对每条地震波进行调幅,以我国西南地区某坝后式厂房为工程实例,用增量动力学分析法计算了其上下游墙体在不同强度斜入射体系地震动作用下的易损性曲线。与传统垂直入射模式下的地震易损性曲线对比发现,传统垂直入射下的破坏概率较高,两种入射模式破坏概率最大相差26%。其中,坝后式厂房下游墙的破坏概率比上游墙大,最大相差可19%。因此坝后式厂房的抗震设计需考虑地震波斜入射的影响,并重点考虑下游墙部位的抗震安全性。 相似文献
9.
Numerical investigations on one-dimensional nonlinear acoustic wave with third and fourth order nonlinearities are presented
using high-order finite-difference (HFD) operators with a simple flux-limiter (SFL) algorithm. As shown by our numerical tests,
the HFDSFL method is able to produce more stable, accurate and conservative solutions to the nonlinear acoustic waves than
those computed by finite-difference combined with the flux-corrected-transport algorithm. Unlike the linear acoustic waves,
the nonlinear acoustic waves have variable phase velocity and waveform both in time-space (t-x) domain and frequency-wavenumber (f-k) domain; of our special interest is the behaviour during the propagation of nonlinear acoustic waves: the waveforms are strongly
linked to the type of medium nonlinearities, generation of harmonics, frequency and wavenumber peak shifts. In seismic sense,
these characteristics of nonlinear wave will introduce new issues during such seismic processing as Normal Moveout and f-k filter. Moreover, as shown by our numerical experiment for a four-layer model, the nonlinearities of media will introduce
extra velocity errors in seismic velocity inversion. 相似文献
10.
From the wealth of information which can be deduced from VSP, the information most directly comparable to well logs is considered: P-wave and S-wave interval velocity, acoustic impedance, and the velocity ratio γ=Vs/Vp. This information not only allows better interpretation of surface seismic sections but also improves processing. For these results to be usable a number of precautions must be taken during acquisition and processing; the sampling in depth should be chosen in such a way that aliasing phenomena do not unnecessarily limit the spectra during the separation of upwards and downwards travelling waves. True amplitudes should be respected and checked by recording of signatures, and the interference of upwards and downwards travelling waves should be taken into account for the picking of first arrivals. The different steps in processing and the combination of results in the interpretation of surface seismic results are described with actual records. 相似文献
11.
Karl Fuchs 《Studia Geophysica et Geodaetica》1966,10(3):272-273
A numerical method for the synthesis of seismograms for body wave propagation in solid wedges is presented. The method is
based on the superposition of multiple reflections arising from the entrance of a plane primary wave. Therefore the method
is restricted to those domains in time-space where no diffracted waves from the wedge axis occur. In spite of this restriction,
the dispersion of body waves in wedges can well be studied by this method.
Seismograms have been synthesized which show the dispersion of a primary,p-signal propagating in a solid 10°- and a 5°-wedge with free boundaries. For wedge anlges less than 10° the signal from (as
distinguished from the wave front) suddently decreases its velocity from that in the infinite medium to about that of the
plate wave as the signal approaches the wedge axis. A decrease of the dominant period of the interference signal occurs simultaneously
in this transition zone. These observations are concordant with previous seismic model studies [1].
Particle motion diagrams disclose elliptical polarization of the interference signal in the neighboorhood of the wedge axis
which changes its sense from prograde to retrograde on passing through the transition zone.
This paper has been submitted for publication to Geophysics. It will appear, in Vol. 31 (1966). 相似文献
12.
Recognizing that soil–structure interaction affects appreciably the earthquake response of highway overcrossings, this paper compares approximate analytical solutions and finite element results to conclude on a simple procedure that allows for the estimation of the kinematic response functions and dynamic stiffnesses of approach embankments. It is shown that the shear‐wedge model yields realistic estimates for the amplification functions of typical embankments and reveals the appropriate levels of dynamic strains which are subsequently used to estimate the stiffness and damping coefficients of embankments. The shear‐wedge model is extended to a two‐dimensional model in order to calculate the transverse static stiffness of an approach embankment loaded at one end. The formulation leads to a sound closed‐form expression for the critical length, Lc, that is the ratio of the transverse static stiffness of an approach embankment and the transverse static stiffness of a unit‐width wedge. It is shown through two case studies that the transverse dynamic stiffness (‘spring’ and ‘dashpot’) of the approach embankment can be estimated with confidence by multiplying the dynamic stiffness of the unit‐width wedge with the critical length, Lc. The paper concludes that the values obtained for the transverse kinematic response function and dynamic stiffness can also be used with confidence to represent the longitudinal kinematic response function and dynamic stiffness, respectively. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
13.
Abstract In the presence of a magnetic field, convection may set in at a stationary or an oscillatory bifurcation, giving rise to branches of steady, standing wave and travelling wave solutions. Numerical experiments provide examples of nonlinear solutions with a variety of different spatiotemporal symmetries, which can be classified by establishing an appropriate group structure. For the idealized problem of two-dimensional convection in a stratified layer the system has left-right spatial symmetry and a continuous symmetry with respect to translations in time. For solutions of period P the latter can be reduced to Z 2 symmetry by sampling solutions at intervals of ½P. Then the fundamental steady solution has the spatiotemporal symmetry D 2 = Z 2 ? Z 2 and symmetry-breaking yields solutions with Z 2 symmetry corresponding to travelling waves, standing waves and pulsating waves. A further loss of symmetry leads to modulated waves. Interactions between the fundamental and its first harmonic are described by the group D 2h = D 2 ? Z 2 and its invariant subgroups, which describe solutions that are either steady or periodic in a uniformly moving frame. For a Boussinesq fluid in a layer with identical top and bottom boundary conditions there is also an up-down symmetry. With fixed lateral boundaries the spatiotemporal symmetries, again described by D 2h and its invariant subgroups, can be related to results obtained in numerical experiments and analysed by Nagata et al. (1990). With periodic boundary conditions, the full symmetry group, D 2h ?Z 2, is of order 16. Its invariant subgroups describe pure and mixed-mode solutions, which may be steady states, standing waves, travelling waves, pulsating waves or modulated waves. 相似文献
14.
Masanobu Shinozuka 《地震工程与结构动力学》2012,41(14):2111-2124
This study examines the effect of the angle of seismic incidence θ on the fragility curves of bridges. Although currently, fragility curves of bridges are usually expressed only as a function of intensity measure of ground motion (IM) such as peak ground acceleration, peak ground velocity, or Sa(ω1), in this study they are expressed as a function of IM with θ as a parameter. Lognormal distribution function is used for this purpose with fragility parameters, median cm and standard deviation ζ to be estimated for each value of θ chosen from 0 < θ < 360°. A nonlinear 3D finite element dynamic analysis is performed, and key response values are calculated as demand on the bridge under a set of acceleration time histories with different IM values representing the seismic hazard in Los Angeles area. This method is applied to typical straight reinforced concrete bridges located in California. The results are validated with existing empirical damage data from the 1994 Northridge earthquake. Even though the sample bridges are regular and symmetric with respect to the longitudinal axis, the results indicate that the weakest direction is neither longitudinal nor transverse. Therefore, if the angle of seismic incidence is not considered, the damageability of a bridge can be underestimated depending on the incidence angle of seismic wave. Because a regional highway transportation network is composed of hundreds or even thousands of bridges, its vulnerability can also be underestimated. Hence, it is prudent to use fragility curves taking the incident angle of seismic waves into consideration as developed here when the seismic performance of a highway network is to be analyzed. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
15.
Probability density evolution method for seismic liquefaction performance analysis of earth dam 
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下载免费PDF全文 To investigate the seismic liquefaction performance of earth dams under earthquake loading, we present a new methodology for evaluating the seismic response of earth dams based on a performance‐based approach and a stochastic vibration method. This study assesses an earthfill dam located in a high‐intensity seismic region of eastern China. The seismic design levels and corresponding performance indexes are selected according to performance‐based criteria and dam seismic codes. Then, nonlinear constitutive models are used to derive an array of deterministic seismic responses of the earth dam by dynamic time series analysis based on a finite element model. Based on these responses, the stochastic seismic responses and dynamic reliability of the earth dam are obtained using the probability density evolution method. Finally, the seismic performance of the earth dam is assessed by the performance‐based and reliability criteria. Our results demonstrate the accuracy of the seismic response analysis of earth dams using the random vibration method. This new method of dynamic performance analysis of earth dams demonstrates that performance‐based criteria and reliability evaluation can provide more objective indices for decision‐making rather than using deterministic seismic acceleration time series as is the current normal practice. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
16.
Tapendra Nath Maulik 《Pure and Applied Geophysics》1964,58(1):49-62
Summary It has been found that when seismic energy propagates along the surface of the homogeneous crust beside usual Rayleigh waves, it produces certain instability in layers through which it propagates. In the light of this instability, a type of motion corresponding to longitudinal wave will be prominent in horizontal component compared to the vertical component; while transverse wave will be prominent in the vertical component but weak in the horizontal component, a contradiction with the existing knowledge. This has been identified withP
F
phase. On taking the medium of propagation as slightly heterogeneous which allows existence of low velocity layer, a few larger number of such instabilities have been found. Velocity equation for Rayleigh waves for such media reveals existence of different velocities corresponding to vertical and horizontal components. Table for these velocities has been furnished. 相似文献
17.
A study of the effects of dam–foundation interaction on the response of earth dams to obliquely incident P and SV waves is presented. Emphasis is placed on the effects of the foundation flexibility and the spatial variability of the ground motion. The study is based on a rigorous hybrid numerical formulation that combines the efficiency and versatility of the Finite Element Method (FEM) and the ability of Boundary Element Method (BEM) to account for the radiation conditions at the far field. The developed hybrid method is very powerful and can be used efficiently to obtain accurate solutions of problems of complex geometry, material heterogeneity and, for time-domain analyses, material nonlinearity. The 2-D frequency-domain formulation is used here to investigate the response of infinitely long earth dams to obliquely incident P and SV waves. By accounting rigorously for the energy radiated back into the half-space, the study demonstrates the dramatic effect of the flexibility of the foundation rock in reducing the overall response of the dam. The effects of the spatial variability of the ground motion for P and SV waves travelling across the width of the dam are also important, but somewhat less pronounced than those of the foundation flexibility. 相似文献
18.
本文利用自动满足楔形域任一面自由边界条件的纵、横驻波系,满足另一面上的初始应力条件,求得了初始简谐平面P波入射时楔形域中波传播的解析解. 相似文献
19.
Arthur Frankel 《Pure and Applied Geophysics》1989,131(4):639-685
This paper reviews applications of the finite-difference and finite-element methods to the study of seismic wave scattering in both simple and complex velocity models. These numerical simulations have improved our understanding of seismic scattering in portions of the earth where there is significant lateral heterogeneity, such as the crust. The methods propagate complete seismic wavefields through highly complex media and include multiply scattered waves and converted phases (e.g.,P toSV, SV toP, body wave to surface wave). The numerical methods have been especially useful in cases of moderate and strong scattering in complex media where multiple scattering becomes important. Progress has been made with numerical methods in understanding how near-surface, low-velocity basin structures scatter surface waves and vertically-incident body waves. The numerical methods have proven useful in evaluating scattering of surface waves and body waves from topography of both the free surface and interfaces buried at depth. Numerical studies have demonstrated the importance of conversions from body waves to surface waves (andvice versa) when lateral heterogeneities and topographic relief are present in the uppermost crust. Recently, several investigations have applied numerical methods to study seismic wave propagation in velocity models which vary randomly in space. This stochastic approach seeks to understand the effects of small-scale complexity in the earth which cannot be resolved deterministically. These experiments have quantified the relationships between the statistical properties of the random heterogeneity and the measurable properties of high-frequency (1 Hz) seismograms. These simulations have been applied to the study of many features observed in actual high-frequency seismic waves, including: the amplitude and time decay of seismic coda, the apparent attenuation from scattering, the dispersion of waveforms, and the travel time and waveform variations across arrays of receivers. 相似文献
20.
A boundary integral formulation is presented and applied to model the ground motion on alluvial valleys under incident P, S and Rayleigh waves. It is based on integral representations for the diffracted and the refracted elastic waves using single-layer boundary sources. This approach is called indirect BEM in the literature as the sources' strengths should be obtained as an intermediate step. Boundary conditions lead to a system of integral equations for boundary sources. A discretization scheme based on the numerical and analytical integration of exact Green's functions for displacements and tractions is used. Various examples are given for two-dimensional problems of diffraction of elastic waves by soft elastic inclusion models of alluvial deposits in an elastic half-space. Results are displayed in both frequency and time domains. These results show the significant influence of locally generated surface waves in seismic response and suggest approximations of practical interest. For shallow alluvial valleys the response and its resonant frequencies are controlled by a coupling mechanism that involves both the simple one-dimensional shear beam model and the propagation of surface waves. 相似文献