共查询到19条相似文献，搜索用时 189 毫秒
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本文詳細地介紹了武汉采用的交点相关法和十点相关法的理論基础和具体計算方法,并与Philtips和spcncer的相关法（PS法）及Yerg的六点相关法进行了比較。正如理論上所預期到的,武汉的实驗表明:交点法提供的参量最多,也最精确可靠,但計算量与PS法的差不多;十点法提供的参量与交点法的一样多,精确性不此PS法的低,然而計算量比PS法的少得多,与六点法的差不多。文中还討論了利用时移图上曲直线,以进一步提高十点法的精确性,以及在相关分析中采用結构函数和后效函数,以进一步簡化計算的可能性。本文还初步討論了各种相关分析法的誤差間題;并提出了相关函数值在时空上的預报方法,以及根据相关函数的預报值与实測值的对此等,判别在記录分析中有无反常現象,和甄別所求出的参量值是否可疑的方法。最后还特別指出了电离层混乱运动变化速度出現虛数值的可能性,并介紹了消除这种虛数值的方法。 相似文献
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通过研究打桩公式法和应力波动法 (如CASE法 ) ,提出单次冲击能量及P S曲线测桩法 :用重锤或小型火箭筒一次冲击桩顶 ,用桩顶附近的检波器记录振波图和检测静、动位移 .通过实测冲击能 (总能量 )转换系数、波动和振动各自消耗的能量等各物理量 ,测定计算单桩竖向承载力 .利用振波图计算力 (P)与位移 (S)动态关系曲线 ,确定屈服点 ,并利用静载荷试验检验动测结果和确定动静P S曲线的相关常数 ,进而确定与承载力相应的沉降量 .而且 ,可由PS曲线的形态判定桩身成型质量 . 相似文献
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通过研究打桩公式法和应力波动法（如CASE法），提出单次冲击能量及P-S曲线测桩法:用重锤或小型火箭筒一次冲击桩顶，用桩顶附近的检波器记录振波图和检测静、动位移. 通过实测冲击能(总能量)转换系数、波动和振动各自消耗的能量等各物理量，测定计算单桩竖向承载力. 利用振波图计算力（P）与位移（S）动态关系曲线，确定屈服点，并利用静载荷试验检验动测结果和确定动静P-S曲线的相关常数，进而确定与承载力相应的沉降量. 而且，可由PS曲线的形态判定桩身成型质量. 相似文献
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笔者分析指出,Kameda等概率一致的假想地震、期望地震或设定地震的概念,由于对概率法设防标准的理解不确切并非概率一致;罗奇峰的相应概念符合概率一致,但由于保留平均意义,结果仍然不理想．在分析指出上述问题的基础上,笔者建议采用概率一致保守地震的概念,提出了一种在概率法基础上选择有物理意义的抗震设防目标地震的新方法．在对某控制物理量,如峰值加速度作危险性分析,并按某概率水平确定其设防标准后,由有关衰减规律和潜源状况确定对应于该标准的地震或震级 距离组合. 此种震级 距离组合对应的地震对该物理量是概率一致的. 在此基础上,我们建议兼顾其它物理量(本文考虑反应谱)的破坏作用,选择保守地震取代平均地震,以更好地满足设防标准的本意． 相似文献
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用FPS定量解释法实现三维近似成像的探讨 总被引：1，自引：0，他引：1
目的 在激发极化数据解释中，过去常采用原始曲线的特征值法，现介绍一种用FPS定量解释法确定异常体空间位置的三维近似成像方法。方法 用FPS定量解释法确定异常体空间位置的三维近似成像方法。结果 该方法可以较准确的确定异常体的上下左右边界以及异常体在垂直测线方向上的延伸情况。结论 算例表明，这种作图解释成像的方法效果较好，值得推广应用。 相似文献
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几何缺陷对拱结构动力稳定性的影响 总被引：1，自引：0，他引：1
分析了外激励下几何缺陷对拱结构动力稳定性的影响。推导了拱结构边界确定而结构本身节点坐标偏差随机且指数相关时的条件相关矩阵,分解得到几何缺陷的分布方式和大小。从非线性运动方程出发,分别得出了周期荷载作用下非线性刚度矩阵可线性化,非周期荷载作用下同时考虑几何、材料非线性的Lyapunov指数计算方法。最后以一圆弧拱为例分别对周期荷载、阶跃荷载、脉冲荷载及地震荷载作用下几何缺陷的影响进行了数值分析。结果表明周期激励作用下拱结构存在动力失稳频域;在不同分布方式几何缺陷中动力稳定性对与屈曲模态相似的缺陷最为敏感。 相似文献
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Two-dimensional seismic processing is successful in media with little structural and velocity variation in the direction perpendicular to the plane defined by the acquisition direction and the vertical axis. If the subsurface is anisotropic, an additional limitation is that this plane is a plane of symmetry. Kinematic ray propagation can be considered as a two-dimensional process in this type of medium. However, two-dimensional processing in a true-amplitude sense requires out-of-plane amplitude corrections in addition to compensation for in-plane amplitude variation. We provide formulae for the out-of-plane geometrical spreading for P- and S-waves in transversely isotropic and orthorhombic media. These are extensions of well-known isotropic formulae.
For isotropic and transversely isotropic media, the ray propagation is independent of the azimuthal angle. The azimuthal direction is defined with respect to a possibly tilted axis of symmetry. The out-of-plane spreading correction can then be calculated by integrating quantities which describe in-plane kinematics along in-plane rays. If, in addition, the medium varies only along the vertical direction and has a vertical axis of symmetry, no ray tracing need be carried out. All quantities affecting the out-of-plane geometrical spreading can be derived from traveltime information available at the observation surface.
Orthorhombic media possess no rotational symmetry and the out-of-plane geometrical spreading includes parameters which, even in principle, are not invertible from in-plane experiments. The exact and approximate formulae derived for P- and S-waves are nevertheless useful for modelling purposes. 相似文献
For isotropic and transversely isotropic media, the ray propagation is independent of the azimuthal angle. The azimuthal direction is defined with respect to a possibly tilted axis of symmetry. The out-of-plane spreading correction can then be calculated by integrating quantities which describe in-plane kinematics along in-plane rays. If, in addition, the medium varies only along the vertical direction and has a vertical axis of symmetry, no ray tracing need be carried out. All quantities affecting the out-of-plane geometrical spreading can be derived from traveltime information available at the observation surface.
Orthorhombic media possess no rotational symmetry and the out-of-plane geometrical spreading includes parameters which, even in principle, are not invertible from in-plane experiments. The exact and approximate formulae derived for P- and S-waves are nevertheless useful for modelling purposes. 相似文献
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Chjeng-Lun SHIEH Chih-Ming TSENG and Shaohua Marko HSUProfessor Department of Hydraulics Ocean Engineering Director Disaster Prevention Research Center National Cheng-Kung University Tainan Taiwan China. Ph.D. Candidate Department of H 《国际泥沙研究》2001,16(1)
l INTRODUCTlONIn this study, formation of alluvial deltas was treated as a river-dominated type of topograPhy process,caused simply by sediment deposition from a channel into a wide basin. The influences of waves, tides,and density differences related to coastal effects were excluded. There have been numerous experimentalstUdies on river delta problems. For examPle, Shieh et al. (1988, 1997) used coarse sediment asexperimental material and revealed the development and the geometric simil… 相似文献
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The ray formulae for the radiation from point sources in unbounded inhomogeneous isotropic as well as anisotropic media consist of two factors. The first one depends fully on the type and orientation of the source and on the parameters of the medium at the source. We call this factor the directivity function. The second factor depends on the parameters of the medium surrounding the source and this factor is the well-known geometrical spreading. The displacement vector and the radiation pattern defined as a modulus of the amplitude of the displacement vector measured on a unit sphere around the source are both proportional to the ratio of the directivity function and the geometrical spreading.For several reasons it is desirable to separate the two mentioned factors. For example, there are methods in exploration seismics, which separate the effects of the geometrical spreading from the observed wave field (so-called true amplitude concept) and thus require the proposed separation. The separation also has an important impact on computer time savings in modeling seismic wave fields generated by point sources by the ray method. For a given position in a given model, it is sufficient to calculate the geometrical spreading only once. A multitude of various types of point sources with a different orientation can then be calculated at negligible additional cost.In numerical examples we show the effects of anisotropy on the geometrical spreading, the directivity and the radiation pattern. Ray synthetic seismograms due to a point source positioned in an anisotropic medium are also presented and compared with seismograms for an isotropic medium. 相似文献
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P. HUBRAL 《Geophysical Prospecting》1976,24(3):478-491
Various Dix-type formulae are derived, which are useful to approximate travel time functions that can be observed while modeling the common depth point (CDP) technique for 3-D isovelocity layers of varying dip and strike. All formulae can be used to compute interval velocities and recover the depth model from surface measurements. They are established by making use of the concept of wavefront curvature. Many similarities with known formulae valid for the 2-D plane isovelocity layer case exist. 相似文献
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Microscopic fluid distribution can have a significant effect on the dielectric properties of partially saturated rocks. Evidence of this effect is found in the laboratory data presented by Knight and Nur in which different methods for controlling saturation produced very different results for the dependence of the dielectric response on water saturation. In this study, previously derived models for the dielectric response of a heterogeneous medium are generalized and the case of a pore space occupied by multiple pore fluids is considered. By using various geometrical distributions of water and gas, it is observed that both the pore geometry in which saturation conditions are changing and the gas–water geometry within a given pore space are critical factors in determining the effective dielectric response of a partially saturated rock. As an example, data for a tight gas sandstone undergoing a cycle of imbibition and drying are analysed. Previous research has demonstrated that significantly different microscopic fluid distributions result from the application of these two techniques to control the level of water saturation. By approximating these microscopic fluid distributions using simple geometrical models, good agreement is found between experimental data and calculated dielectric properties. 相似文献
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