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1.
Summary The disturbances produced by time-dependent torsional body forces in a layer of elastic material lying on a rigid foundation have been discussed in this paper. Solutions have been obtained first for a general type of body force, and the solutions for an impulsive cylindrical source and an impulsive torsional line source of finite length have been deduced. It has been found that for any point in the layer, there is no disturbance up to a certain instant, after which there is a sudden displacement, which gradually falls off and tends to zero as the timet increases.  相似文献   

2.
Summary The paper deals with the torsional oscillation in a hollow cylinder of visco-elastic material acted upon by a magnetic field. It is assumed that the medium apart from being perfectly conducting, is characterised by a visco-elasticity of general-linear type.  相似文献   

3.
Summary In this paper the displacement components due to a compressional point source in a layered half-space consisting of a liquid layer of finite thickness overlying a semi-infinite solid homogeneous medium have been deduced. Two different cases have been considered. In the first case the source is taken in the liquid layer and in the second case the source is taken in the solid layer. The displacement components in cylindrical coordinates have been obtained in closed form in detail at the interface for all values of distance from the source for the second case.  相似文献   

4.
Summary The theory of Hankel transforms is used to obtain the displacement field forSH waves generated by time harmonic, buried, torsional sources in semi-infinite heterogenous media in which material properties are functions of the depth coordinate. An application to a heterogeneous medium with exponentially varying properties has been discussed. Surface displacements from a surface source have been evaluated at large distances from the source. The results have been compared with those for the homogeneous medium.  相似文献   

5.
以1960年5月智利瓦尔迪维亚(Valdivia)Mw9.5地震为例分析震后不同时期的形变,实现了以Burgers体为粘弹介质模型来模拟震后粘弹松弛效应有限元数值模拟.计算结果表明,该粘弹介质模型可以模拟地震引起的瞬时同震弹性响应及震后粘弹松弛的短期和长期响应.由1960智利Mw9.5地震震后模拟的应变率显示以Burgers体为粘弹介质模型可以解决Maxwell体在模拟震后短期和长期形变不协调问题.  相似文献   

6.
Seismic wave propagating in Kelvin-Voigt homogeneous visco-elastic media   总被引:1,自引:0,他引:1  
The earth media friction attenuates the energy of seismic wave. Obviously, that earth medium is treated as viscoelasticity is more appropriate than as elasticity. Seismic wave in visco-elastic media contains abundant lithology information of the medium. The investiga-tions of the solutions of visco-elastic wave equations, velocities of seismic wave propagating and the at-tenuation of seismic wave in the visco-elastic media are very important for geophysical prospecting tech-nology. Under a sma…  相似文献   

7.
华北强震地形变及重力前兆特征与孕震机理   总被引:6,自引:0,他引:6  
车兆宏  范燕 《中国地震》1999,15(1):46-53
通过分析华北地区强震地形变及重务前兆特征,发现震前在较大范围内存在与构造密切相关的动力不过程;在震中区介质状态发生变化。在此基础上提出了改进的组合-硬化模式:调整单元的运动,牵动较大范围构造运动的加及断层两侧深层介质密度变化;应力集中单元由于能量的不断积累,介质出现硬化过程。上述机理形成了前兆的各个阶段。  相似文献   

8.
Summary In this paper the disturbances in an inhomogeneous medium due to two types of forces (i) transient normal forces, (ii) transient twists in presence of a buried spherical source has been considered. The material of the inhomogeneous medium is assumed to be transversely isotropic. The results are in terms of modified Bessel functions. In a particular case, the equation reduces to an ordinary differential equation of second order.  相似文献   

9.
Summary This paper studies axial Rayleigh waves in visco-elastic cylinder surrounded by vacuum and for body of same material with a cylindrical cavity. Magneto-elastic equations of motion for wave propagation in the radial and axial direction have been solved to obtain frequency equations.  相似文献   

10.
Summary The problem of disturbances in a visco-elastic medium due to Maxwell in contact with a liquid medium — both being perfectly conductive — has been investigated when an impulsive force acts along the plane of the contact. The electro-magnetic equations of Maxwell, equation of elasticity and the stress-strain relations of the material have been used in the investigation.  相似文献   

11.
The results obtained from a parametric study on the influence of horizontally propagating waves for the earthquake behaviour of continuous girder bridges are presented. The investigation is performed for floating-supported bridges excited by an earthquake acting in their vertical planes. The shallow foundations are assumed to be supported on the surface of either a visco-elastic halfspace or a visco-elastic layer resting on an elastic halfspace. Steady-state response for harmonic excitation and transient response for an artificial time history are investigated. Approximate equations describing the influence of horizontally propagating waves are presented and criteria are derived indicating when an increase of the internal forces and of the relative motion between the girder and the abutments can be expected.  相似文献   

12.
This paper considers propagation of elastodynamic waves in an imperfectly elastic half-space. Two different excitation modes are investigated: a buried source of compressional waves and a vertically directed areal load applied to the surface. Numerical integration of the analytical solution of the wave equation allows study of the vertical and horizontal components of displacement and/or particle velocity anywhere in the half-space. One case of particular interest concerns the examination of particle displacement and velocity at the surface in a circular area above the source. In another application seismograms generated by an explosive buried source are contrasted with seismograms generated by the transient application of a vertically directed load to the free surface. Still another application of considerable practical interest concerns the study of the nongeometrical pS—wave, in particular its characteristics as functions of range and depth. Finally, in the last application the behavior of a rarely observed wave (denoted here by the letter U) is studied in both elastic and visco-elastic half-spaces.  相似文献   

13.
使用高速空气动力学原理研究气体在含水的孔隙介质中的运动学和动力学行为对大地震前的水氡异常、深井含水层氡气潮汐和爆破实验出现的气体异常等现象,分别建立了相应的物理机制和空气动力学方程,在物理上定量的解释了上述现象的发生和发展进程,并结合统计物理学理论较深入的探讨了气体前兆异常的物理过程和孕震的关系。此外,对大地震前随时空变化的动态的气体前兆场的演化及其预报意义,也做了定性的讨论。  相似文献   

14.
采用刚度矩阵方法结合Hankel积分变换,求解了层状黏弹性半空间中球面SH、P和SV波的自由波场.首先,在柱坐标系下建立层状黏弹性半空间的反轴对称(柱面SH波)和轴对称(柱面P-SV波)情况精确动力刚度矩阵.进而由Hankel变换将空间域内的球面波展开为波数域内柱面波的叠加,然后将球面波源所在层的上下端面固定,求得固定层内的动力响应和固定端面反力,将固端反力反向施加到层状黏弹性半空间上,采用直接刚度法求得固端反力的动力响应,叠加固定层内和固端反力动力响应,求得波数域内球面波源动力响应.最后由Hankel积分逆变换求得频率-空间域内球面波源自由场,时域结果由傅里叶逆变换求得.文中验证了方法的正确性,并以均匀半空间和基岩上单一土层中球面SH、P和SV波为例分别在频域和时域内进行了数值计算分析.研究表明基岩上单一土层中球面波自由场与均匀半空间情况有着本质差异;基岩上单一土层中球面波位移频谱峰值频率与场地固有频率相对应,基岩面的存在使得基岩上单一土层地表点的位移时程非常复杂,振动持续时间明显增长;阻尼的增大显著降低了动力响应的峰值,同时也显著减少了波在土层的往复次数.  相似文献   

15.
用两层介质中存在的一膨胀圆台体作为模型以便模拟地幔物质上涌孕震的力源模式.计算了层状介质结构条件下结构底部膨胀圆台模拟力源在不同横向、纵向尺度以及不同锥角时的应力场、应变场及位移场的变化.结果表明,介质中及地表附近的应力场、应变场、位移场不仅与上涌力源的几何参数和物理参数有关,而且也受到层状介质结构参数的制约和影响.这种数值模拟不仅为解释上地幔物质向地壳下部侵入的现象提供了一种有意义的方法,而且表明对于考虑地幔物质上涌孕震过程有关的前兆场分布而言,必须认真考虑介质结构不均匀性问题.  相似文献   

16.
Summary Kisslinger and others have observed that there is strongSH-motion in clay resulting in fracture of the surface when a strong shot is made inside. To explain this phenomenon, it has been assumed that the thickness of this visco-elastic clay above the comparatively harder elastic medium is not uniform. This non-uniformity of thickness contributes to a term in the displacement which becomes theoretically very large for certain wave-lengths.  相似文献   

17.
Summary The disturbances produced in a visco-elastic medium by impulsive forces on the surface of a spherical cavity inside the medium have been studied.  相似文献   

18.
长白山天池火山区上地壳Q值结构   总被引:4,自引:0,他引:4  
同天然地震资料相比,人工地震剖面观测资料具有震源球对称且位置已知,观测点位密集、震源和观测点呈直线排列、速度结构已知等突出优点。本文提出了一种利用人工地震振幅资料反演分层介质中Q值的新方法。在利用该方法得到Q值深度函数的基础上,综合各炮点的结果,可研究Q值沿剖面的横向变化。利用上述方法计算了长白山L1剖面上地壳的Q值值结构。发现长白山天池火山区下方Q值明显低于邻近地区,该区域位于天池地区壳内低速异常体的上部,对应于已往的火山喷发通道。  相似文献   

19.
二维地质体的瞬变电磁场响应特征   总被引:6,自引:1,他引:6       下载免费PDF全文
直接从时间域出发 ,应用时域有限差分方法 (FDTD)分析地下和地面的瞬变响应。由于二维情况便于图形表示 ,采取了线源二维地电模型。通过对二层均匀地电结构和含二维低阻体时地面垂直感生电动势曲线的计算 ,说明瞬变场响应有滞后现象 ,即异常地质体一旦引起瞬变响应 ,就会往后延时 ,并使响应延续较长时间。在实际的工程勘察中 ,曾用 3~ 5ms以后的延迟时间探测过较浅的异常体 ,如 2 0m至 150m深度范围内的地下老窑采空区 ,并取得了较好的探测效果 ,上述数字模拟结果为以往的实践提供了理论依据  相似文献   

20.
Summary The theory of resistivity sounding on a three layer earth comprising an inhomogeneous interstratum has been presented. The electrical conductivity in the intermediate layer, embedded between two layers of uniform conductivity, is assumed to follow either generalised power law or exponential variation. A point source of current is placed on the surface. The electric potential functions on the ground surface have been obtained. The expressions for apparent resistivity over the above models for the Wenner and Schlumberger electrode configurations have been derived.  相似文献   

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