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1.
A study on the dynamic response of three-dimensional flexible foundations of arbitrary shape, embedded in a homogenous, isotropic and linear elastic half-space is presented. Both massive and massless foundations are considered. The soil-foundation system is subjected to externally applied forces, and/or to obliquely incident seismic waves. The numerical method employed is a combination of the frequency domain Boundary Element Method, which is used to simulate the elastic soil medium, and the Finite Element Method, on the basis of which the stiffness matrix of the foundation is obtained. The foundation and soil media are combined by enforcing compatibility and equilibrium conditions at their common interface. Both relaxed and completely bonded boundary conditions are considered. The accuracy of the proposed methodology is partially verified through comparison studies with results reported in the literature for rigid embedded foundations. 相似文献
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The problem of the dynamic response of rigid embedded foundations subjected to the action of external forces and seismic excitation is analysed. It is shown that to calculate the response of rigid embedded foundations, or the response of flat rigid foundations subjected to non-vertically incident seismic waves, it is necessary to obtain not only the impedance matrix for the foundation, but also the forces induced by the incident seismic waves. Under these general conditions, rocking and torsional motion of the foundation is generated in addition to translation. The case of a two-dimensional rigid foundation of semi-elliptical cross-section is used as an example to illustrate the effects of the embedment depth and angle of incidence of the seismic waves on the response of the foundation. 相似文献
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IntroductionBasedontheresearchresultSofmanyintemalandextemalseismologiSts,mediuminseis-mogeniczonemaybethecrackedinordermediumsaturatedwithfluid(airorwater),namely,two-phaseanisotropicmedium.Inseismicprospecting,oilorgasreservoirrockmayaPproachtothecrackedtwo-phaseanisotropicmediumtoo.Therefore,thefiJrtherstudyonpropagaiontheoryofseismicwavesintWo-phaseanisotropicmediumpossessestheoreticalsignificanceandaPPlicationprospects-Inthispaper,onthebasisofthetheoryofseismicwavesinanuid-sbedporousso… 相似文献
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An integral equation technique to determine the response of foundations embedded in a layered viscoelastic half-space when subjected to various types of seismic waves is presented. The technique is validated by comparison with previous results for rigid hemispherical and cylindrical foundations embedded in a uniform half-space. Illustrative results for rigid cylindrical foundations embedded in layered media are also presented. 相似文献
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In seismic exploration, elastic waves are sent to investigate subsurface geology. However, the transmission and interpretation of the elastic wave propagation is complicated by various factors. One major reason is that the earth can be a very complex medium. Nevertheless, in this paper, we model some terrestrial material as an elastic medium consisting of randomly distributed inclusions with a considerable concentration. The waves incident on such an inhomogeneous medium undergo multiple scattering due to the presence of inclusions. Consequently, the wave energy is redistributed thereby reducing the amplitude of the coherent wave.The coherent or average wave is assumed to be propagating in a homogeneous continuum characterized by a bulk complex wavenumber. This wavenumber depends on the frequency of the probing waves; and on the physical properties and the concentration of discrete scatterers, causing the effective medium to be dispersive. With the help of multiple scattering theory, we are able to analytically predict the attenuation of the transmitted wave intensity as well as the dispersion of the phase velocity. These two sets of data are valuable to the study of the inverse scattering problems in seismology. Some numerical results are presented and also compared, if possible, with experimental measurements. 相似文献
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与声波被动源数据相比,弹性波被动源数据含有更加丰富的地下地质信息.弹性波被动源数据合成的虚拟炮记录中,同样存在表面相关多次波,影响数据的后续处理以及对地下地质构造的准确判断.对弹性波被动源数据合成的虚拟炮记录进行多次波的预测与匹配相减,将比声波数据更加困难.本文提出弹性波被动源数据一次波估计方法,针对各向同性介质条件下的弹性波被动源数据进行研究,依据声波被动源数据一次波估计方法的研究思路,推导弹性波被动源数据一次波估计方法的理论过程,充分考虑弹性波被动源数据所包含的波场成分,包括纵波、横波以及在传播过程中产生的转换波.在传播过程中,由于能量的损失,略去多次传播的高阶项,进而给出相应的目标函数.利用数据的稀疏性,结合L_1范数约束的最优化问题求解方法,避免对弹性波虚拟炮记录进行多次波的预测与匹配相减,解决多次波影响问题.本文通过合成的弹性波被动源数据,进行一次波估计的测试,并与主动源和合成的虚拟炮记录进行对比,验证本文提出方法的有效性与准确性. 相似文献
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本文选取2021年5月22日青海玛多县发生的M7.4地震的大武地震台实测加速度及课题组用经验格林函数法模拟的野马滩大桥处的加速度,并将二者的绝对加速度反应谱与中国地震动参数区划图(GB18306—2015)给出的“双参调整”设计反应谱进行对比分析,得到地震波观测值和模拟值对当地抗震设防结构的影响程度应视结构形式而定.然后将两条地震波分别输入到某11层剪力墙结构,用PKPM的SATWE模块进行多遇地震、设防地震下的线弹性分析,并用PUSH模块进行罕遇地震下的静力弹塑性分析.该剪力墙结构在两地区不同地震波作用时,均达到了“小震不坏,中震可修,大震不倒”的设防目标,其抗震性能目标达到C级.结论可为房屋建筑的抗震设防及震后应急响应提供很重要的参考. 相似文献
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Analytical results are presented for the dynamic interaction of an elastic flexural plate and an elastic half-space subjected to harmonic seismic waves. Displacements and contact stresses are presented for square, massless plates having a practical range of flexural stiffness and subjected to incident waves oriented parallel to either an edge or a diagonal of the plate. The behaviour of massive plates is also briefly discussed; such plates exhibit additional resonances higher than those normally associated with the motion of a rigid mass. 相似文献
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Based on a simplified media model of Gonghe area, the precursor characteristics of Gonghe M7.0 earthquake in 1990 are simulated in this paper by using the constitutive relationship of binary medium (solid and water).
The results show that the simulated state distribution and extension variation of media are identical with the spatial and
temporal distribution of reliable anomalies before Gonghe earthquake. The study also suggests that the development of the
Gonghe earthquake has experienced a series of processes such as elastic deformation of large scale, early nonelastic dilatation,
strain softening and elastic recovery in the neighbour region of Xining, nonelastic dilatation of high dense block near seismic
source and earthquake occurrence. Therefore, it can be concluded that this earthquake development is neither a simple process
for fissures developing and linking up with one another, nor a process of nonelastic volume expansion and water flowing into
medium around seismic source, contrary, it is a complicated medium state changing process, and the style of such changing
depends on geological structure environment of seismic source and its neighbour region. It is considered that different earthquakes
are accompanied by different geological conditions, the spatial and temporal behavior of their precursors are certainly different. 相似文献
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讨论了地球内部的波动现象与构造及地震间的关系。引进了４类广义构造波。它们是：表现为地球不同年代的综合构造运动结果的超长周期构造波；由地震活动性迁移，即所谓地震活动波所反映的长周期（不同类型与不同速度的，周期从几年到几十年）构造波；由地震前兆三阶段发展过程反映出的中等周期（从几月到几年）构造波；以及由地下水位、地倾斜、重力、地震波、电磁辐射、地声等的变化所记录的短周期（从几分到几天）构造波。地震活动波又有３类，可分别用广义瑞利型构造波、广义洛夫型构造波及广义导波型构造波来解释。最后，研讨了地球内部波动现象在地震研究中的应用，包括它们在地震危险性分析与地震区划、地震预报以及地震成因研究中的应用。 相似文献
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Factors α and β used in equivalent static analysis to account for natural and accidental torsion are evaluated with consideration of soil–structure interaction. The combined torsional effects of structural asymmetry and foundation rotation are examined with reference to a single monosymmetric structure placed on a rigid foundation that is embedded into an elastic half‐space, under to the action of non‐vertically incident SH waves. Dynamic and accidental eccentricities are developed such that when used together with the code‐specified base shear, the resulting static displacement at the flexible edge of the building is identical to that computed from dynamic analysis. It is shown that these eccentricities do not have a unique definition because they depend on both the selection of the design base shear and the criterion used for separation of the torsional effects of foundation rotation from those of structural asymmetry. Selected numerical results are presented in terms of dimensionless parameters for their general application, using a set of appropriate earthquake motions for ensuring generality of conclusions. The practical significance of this information for code‐designed buildings is elucidated. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
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为研究大跨刚构-连续梁桥在高烈度地区的地震响应,选取羊记沟左线大桥为工程背景,利用Midas软件建立多个有限元模型,考虑纵、横桥向的水平地震波输入,比较反应谱与时程分析结果,获得结构动力响应特点,为大跨刚构-连续梁桥的抗震设计提供参考依据。结果表明:刚构-连续体系仅单墩刚构时不宜采用反应谱分析,高烈度地区桥梁进行地震响应时程分析时,选用与场地适应的地震波的同时,应考虑采用本地地震参数转化人工波作为地震激励源。桥墩不等高时,可通过改变墩截面形状及其与主梁连接方式调节内力分布,避免矮墩刚度大导致的内力集中。 相似文献
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B. I. Birger 《Izvestiya Physics of the Solid Earth》2008,44(9):738-747
A linear analysis of the stability of the lithosphere considered as a viscoelastic layer with an equilibrium vertical gradient of temperature is carried out. The problem is solved with a complete system of linearized equations of a continuous medium represented in the dimensionless form and containing a set of dimensionless parameters that determine thermomechanical properties of the lithosphere. As a result of the stability analysis, decrements are found that give the time dependence of perturbations and correspond to high-frequency seismic waves and low-frequency tectonic waves. The frequency and velocity of seismic waves are determined by the elasticity and inertial properties of the lithosphere, and their attenuation, by viscous properties of the lithosphere. The temperature gradient existing in the lithosphere influences seismic waves very weakly. On the contrary, the pattern of tectonic waves is controlled by the temperature gradient and viscous properties, while the effect of elastic and inertial properties on these waves is negligibly small. The stability of a viscoelastic lithosphere is examined using such rheological models as the Maxwell, standard linear, and Andrade media (the frequency of tectonic waves is zero in the Maxwell medium). 相似文献
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I. C. Simpson 《地震工程与结构动力学》1978,6(3):247-263
A two-dimensional soil-structure interaction analysis is carried out for transient Rayleigh surface waves that are incident on a structure. The structure is modelled by a three-degree of freedom rigid basemat to which is attached a flexible superstructure, modelled by a single mass-spring system. The structural responses to a given Rayleigh wave train are compared with those that would have been obtained if the free-field acceleration-time history had been applied as a normally incident body wave. The results clearly exhibit the [frequency filtering] effects of the rigid basemat on the incident Rayleigh waves. It is shown that, if seismic excitation of a structure is, in fact, due to Rayleigh surface waves, then an analysis assuming normally incident body waves can considerably over-estimate structural response, both at basemat level for horizontal and vertical motions and for vertical oscillations of the superstructure. However, in the examples considered here, relatively large rocking effects were induced by the Rayleigh waves, thus giving maximum horizontal accelerations in the superstructure that were of comparable magnitude for Rayleigh and normally incident body waves. 相似文献
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利用大型结构分析软件建立了空心薄壁高墩大跨T形刚构桥的空间抗震有限元模型,运用非线性动态时程反应方法进行了高烈度地震区罕遇地震作用下的弹塑性地震反应计算,并与线性时程法和反应谱法的计算结果进行了对比.同时对该结构的延性抗震性能进行了分析评价.结果表明空心薄壁高墩T形刚构铁路桥在罕遇地震下处于较弱的非线性受力状态,其受到的损伤仍然很小,具有较好的抗震能力,结构考虑非线性塑性反应后的地震力与弹性相比明显减小. 相似文献
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实际的地球介质十分复杂,远非当今人们所采用的理想模型可以概括,因为其属性和结构的变异是非均匀、非线性和各向异性的.在研究地球内部壳幔介质与结构、构造与属性差异、金属矿产资源和油、气、煤能源的勘查中,无论是区域构造格局、岩相和结构特征(如裂缝、破碎带、不同尺度的洞穴以及一些不规则几何体)均十分复杂.近年来基于成山、成盆、成矿、成岩和成灾研究的不断深化,对地下介质各向异性的研究受到广泛的关注.地震波动传播理论和介质与结构的物理属性研究结果表明:地震各向异性在成因上主要是由岩石、矿物和晶体的晶格优势取向、应力场异常变异和构造裂缝与深部物质运移造成的.为此,本文对14次地震各向异性会议的主体内涵进行分析,在此基础上,指出了在各向异性研究的发展进程中、特别是在应用中尚存在着的一些问题.在深化认识地球内部物质物理属性的基础上,探讨了S波分裂和偏振效应与地震各向异性与介质结构分区、构造活动,油气田勘探与岩相特征,裂隙与构造精细刻划和地震活动区(带)深部介质与构造环境的深层过程和动力学响应的关系.最后提出了地震各向异性在地球物理学发展中的作用和今后的任务. 相似文献
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Seismic wavefield modeling in media with fluid-filled fractures and surface topography 总被引：3，自引：0，他引：3
We present a finite difference (FD) method for the simulation of seismic wave fields in fractured medium with an irregular (non-flat) free surface which is beneficial for interpreting exploration data acquired in mountainous regions. Fractures are introduced through the Coates-Schoenberg approach into the FD scheme which leads to local anisotropic properties of the media where fractures are embedded. To implement surface topography, we take advantage of the boundary-conforming grid and map a rectangular grid onto a curved one. We use a stable and explicit second-order accurate finite difference scheme to discretize the elastic wave equations (in a curvilinear coordinate system) in a 2D heterogeneous transversely isotropic medium with a horizontal axis of symmetry (HTI). Efficiency tests performed by different numerical experiments clearly illustrate the influence of an irregular free surface on seismic wave propagation in fractured media which may be significant to mountain seismic exploration. The tests also illustrate that the scattered waves induced by the tips of the fracture are re-scattered by the features of the free surface topography. The scattered waves provoked by the topography are re-scattered by the fractures, especially Rayleigh wave scattering whose amplitudes are much larger than others and making it very difficult to identify effective information from the fractures. 相似文献