遥感在新疆淖毛湖戈壁找矿中的应用     

张守林  傅水兴  杨自安 《铀矿地质》2001,17(6):365-367,373

根据不同地质体在不同波段上的光谱特征，选择不同波段的TM数据进行假彩色合成，主成分分析，匹配滤波及多种处理方法，对淖毛湖戈壁琼河坝地区的线环构造特征，赋矿岩层，矿化蚀变等示矿要素进行增强处理和特征提取，取得较好效果，为在戈壁地区快速追踪找矿信息，指导成矿预测提供了重要的基本资料。  相似文献   

帕米尔东北缘及塔里木盆地西北部弧形构造的扩展特征   总被引：15，自引：0，他引：15  

沈军  汪一鹏  赵瑞斌  陈杰  曲国胜 《地震地质》2001,23(3):381-389

归纳了帕米尔东北缘弧形构造的基本特征 ,分析了塔里木盆地西北部EW向逆断裂背斜带与NNW向隐伏走滑断裂之间的关系。通过塔里木盆地与西南天山和帕米尔东北缘变形特征的对比 ,认为塔里木盆地西北部的变形样式与帕米尔东北缘的弧形构造类似 ,弧形构造具有由帕米尔东北缘向塔里木盆地扩展的特征 ,这种构造是帕米尔向北挤入运动所特有的变形样式  相似文献   

Wave propagation in a seven-story reinforced concrete building: I. Theoretical models     

M. I. Todorovska  S. S. Ivanovi  M. D. Trifunac 《Soil Dynamics and Earthquake Engineering》2001,21(3):705

For transient, high frequency, and pulse like excitation of structures in the near field of strong earthquakes, the classical design approach based on relative response spectrum and mode superposition may not be conservative. For such excitations, it is more natural to use wave propagation methods. In this paper (Part I), we review several two-dimensional wave propagation models of buildings and show results for theoretical dispersion curves computed for these models. We also estimate the parameters of these models that would correspond to a seven-story reinforced concrete building in Van Nuys, California. Ambient vibration tests data for this building imply vertical shear wave velocity β_z=112 m/s and anisotropy factor β_x/β_z=0.55 for NS vibrations, and β_z=88 m/s and β_x/β_z=1 for EW vibrations. The velocity of shear waves propagating through the slabs is estimated to be about 2000 m/s. In the companion paper (Part II), we estimate phase velocities of vertically and horizontally propagating waves between seven pairs of recording points in the building using recorded response to four earthquakes.  相似文献   

Pounding of structures modelled as non‐linear impacts of two oscillators     

K. T. Chau  X. X. Wei 《地震工程与结构动力学》2001,30(5):633-651

A new formulation is proposed to model pounding between two adjacent structures, with natural periods T₁ and T₂ and damping ratios ζ₁ and ζ₂ under harmonic earthquake excitation, as non‐linear Hertzian impact between two single‐degree‐of‐freedom oscillators. For the case of rigid impacts, a special case of our analytical solution has been given by Davis (‘Pounding of buildings modelled by an impact oscillator’ Earthquake Engineering and Structural Dynamics, 1992; 21 :253–274) for an oscillator pounding on a stationary barrier. Our analytical predictions for rigid impacts agree qualitatively with our numerical simulations for non‐rigid impacts. When the difference in natural periods between the two oscillators increases, the impact velocity also increases drastically. The impact velocity spectrum is, however, relatively insensitive to the standoff distance. The maximum relative impact velocity of the coupled system can occur at an excitation period T_n^* which is either between those of the two oscillators or less than both of them, depending on the ratios T₁/T₂ and ζ₁/ζ₂. Although the pounding force between two oscillators has been primarily modelled by the Hertz contact law, parametric studies show that the maximum relative impact velocity is not very sensitive to changes in the contact parameters. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

ENSO循环的数值模拟──Ⅰ:水平结构演变     

杨修群  谢倩 《气象学报》1996,54(1):42-52

利用发展的包含海洋表面边界展和大气辐合反馈过程的热带太平洋海气耦合距平模式，对ＥＮＳＯ循环进行了模拟。通过３０ａ积分，用合模式所展示的热带太平洋海气耦合系统的ＥＮＳＯ循环的水平结构演变特征和观测事实甚为一致，成功地模拟出了ＥＮＳＯ循环的冷暖态的发生发展、衰亡及相互转换等各个位相的动力和热力场的水平结构及其对季节循环的依赖性特征。本文数值模拟结果表明，ＥＮＳＯ循环的主要动力学过程可由热带海气相互作用系统自身所确定。ＥＮＳＯ循环的正确模拟是揭示其形成机制的前提。  相似文献   

火箭观测到的中层垂直速度扰动细微结构          下载免费PDF全文

吴永富  H. -U. Widdel 《地球物理学报》1996,39(Z1):36-42

使用一枚携带ｃｈａｆｆ的火箭观测到的垂直速度数据，研究中层大气垂直速度扰动细微结构。结果表明，垂直速度扰动有明显的层状结构，各层厚度约１５０－５００ｍ，层间垂直分离距离在几百米到１－３ｋｍ间。在垂直速度方差和低Ｒｉ数峰值间以及动力不稳定和ＭＳＴ雷达回波区域间有好的对应关系。水平速度垂直波数谱与饱和谱在谱斜率和谱振幅上存在好的一致．这些观测结果表明，火箭测量到的细微结构可以用波场饱和解释。  相似文献   

Deterministic sliding block methods for estimating seismic displacements of earth structures   总被引：5，自引：0，他引：5  

Z. Cai  R.J. Bathurst 《Soil Dynamics and Earthquake Engineering》1996,15(4):255-268

A review and quantitative comparison of existing deterministic sliding block methods for predicting permanent displacements of earth structures subjected to seismic loading is presented. The reviewed sliding block methods are divided into two main groups based on the characteristic earthquake parameters referenced in each method. One group uses the maximum horizontal ground acceleration and velocity, and the other uses the maximum horizontal ground acceleration and the predominant period of the acceleration spectrum. Displacement functions published by previous authors are reformulated to give common non-dimensionalized displacement functions of the critical acceleration ratio which are then used to compare the different methods for the estimate of permanent seismic displacement of soil structures. The results show that despite the fact that the different methods were formulated using a wide range of earthquake records and different characteristic seismic parameters, permanent displacement values predicted using these methods fall within a reasonably narrow band. Selected acceleration data from three recent earthquakes that occurred in California are used to evaluate and compare the accuracy of the reviewed displacement methods for practical applications.  相似文献   

Modelling of ground motion in the vicinity of massive structures     

Claudio Chiaruttini  Stefano Grimaz  Enrico Priolo 《Soil Dynamics and Earthquake Engineering》1996,15(2):75

A two-dimensional elastic Chebyshev spectral element method (SPEM) is used to model the seismic wavefield within a massive structure and in its vicinity. We consider 2-D models where a linear elastic structure, with quadrangular cross-section, resting on an elastic homogeneous half-space, is impinged upon by the waves generated by a surface impulse at some distance. The scattering of Rayleigh waves and the response of the structure are extensively analysed in a parametric way, varying size, mechanical parameters and shape of the load. Some of the models considered are representative of embankments and earth dams. The simulation shows that some models resonate, storing part of the incoming energy. With realistic parameters, the lowest resonance frequency is due to pure shear deformation and is controlled by the shear velocity and height of the load. Flexural modes are excited only at higher frequencies. The acceleration at the top of the structure may be five/seven times higher than at the base, depending on the mass of the structure. The gradual release of trapped energy produces a ground roll lasting several seconds after the wave front has passed. The ground-roll amplitude depends on the sturcture's mass and can be as large as 30% of the peak acceleration. Outside resonance conditions, the ground motion is almost unaffected by the presence of the artefact; the horizontal motion on top of it is nearly twice the motion at ground level. Similar results should be expected when the incident field is an upcoming shear wave. A qualitative discussion shows that the presence of anelastic attenuation in the embankment does not significantly alter the preceding conclusions, unless it is of very low values (e.g. Q < 15).The modelling results that we discuss indicate that the soil-structure interaction may substantially alter the ‘free-field’ ground motion. From a practical point of view, the main conclusions are: (1) careful analysis is necessary when interpreting seismic records collected in the vicinity of large artefacts; (2) seismic hazard at a site may depend on the presence of man-made structures such as embankments, dams, tall and massive buildings.  相似文献   

鄂东南地区岩体接触构造体系类型及其控矿模式研究   总被引：6，自引：0，他引：6  

章增凤 《地球科学》1992,17(4):381-390

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耗散结构理论与地质学研究   总被引：3，自引：0，他引：3  

王江海 《地球科学进展》1992,7(2):5-11

简要介绍了耗散结构理论，评述了该理论在矿物学、宕石学、矿床学、地球化学和构造地质学中应用的新进展;闲明了该理论在地质学中应用时应注意的关健问题。  相似文献