应变能释放随时间变化的聚类方法研究     

许俊奇 《地震研究》1995,18(2):183-187

由于线性回归模型应用的广泛性，本文设定样品集的趋势是线性的，在用最优分割法对地震活动性类研究的基础上引进线性模型，扩大了最优分割法在地震活动性分类中的应用，将降类问题与建模问题有机地结合起来，去揭示地震活动性中的某种内在规律，这对于探索地震预报，研究地震发生的规律性有一定的实际意义。  相似文献   

Seismic risk of circum-pacific earthquakes I. Strain energy release   总被引：1，自引：0，他引：1  

Kostas C. Makropoulos  Paul W. Burton 《Pure and Applied Geophysics》1983,121(2):247-267

Commonly used earthquake “whole process” frequency - magnitude and strain energy - magnitude laws are merged to obtain an analytic expression for an upper bound magnitude to regional earthquake occurrenceM ₃, which is expressed primarily in terms of the annual maximum magnitudeM ₁ and the magnitude equivalent of the annual average total strain energy releaseM ₂. Values ofM ₃ are also estimated graphically from cumulative strain energy release diagrams. Both methods are illustrated by application to the high seismicity of the circum-Pacific belt, using Duda’s (1965) data and regionalisation. Values ofM ₃ obtained analytically, with their uncertainties, are in agreement with those obtained graphically. Empirical relations are then obtained betweenM ₁,M ₂, andM ₃, which could be of general assistance in regional seismic risk considerations if they are found to be of a universal nature. For instance.M ₃ andM ₂ differ by one magnitude unit in subregions of the circum-Pacific.  相似文献   

Robustness analysis of geodetic horizontal networks   总被引：2，自引：1，他引：2  

P. Vaníček  M. R. Craymer  E. J. Krakiwsky 《Journal of Geodesy》2001,75(4):199-209

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动力刚度计算方法-"盐溶”法-的改进   总被引：1，自引：0，他引：1  

丁海平  廖振鹏 《地震工程与工程振动》2001,21(2):13-18

本文首先讨论了采用盐溶法（damping-solvent extraction method)争动力刚度时，在某些频率点（奇点）产生误差的原因；提出一种多次逼近的改进办法，提高了计算精度。在一般情况下，动力刚度的奇点是未知的。本文建议的逼近技术可用于校核这一方法所获得的结果。  相似文献   

Strain and competence contrast estimation from fold shape     

Stefan M. Schmalholz  Yuri Yu. Podladchikov 《Tectonophysics》2001,340(3-4):195-213

A new method to estimate strain and competence contrast from natural fold shapes is developed and verified by analogue and numerical experiments. Strain is estimated relative to the nucleation amplitude, A_N, which is the fold amplitude when the amplification velocities caused by kinematic layer thickening and dynamic folding are identical. A_N is defined as the initial amplitude corresponding to zero strain because folding at amplitudes smaller than A_N is dominantly by kinematic layer thickening. For amplitudes larger than A_N, estimates of strain and competence contrast are contoured in thickness-to-wavelength (H/λ) and amplitude-to-wavelength (A/λ) space. These quantities can be measured for any observed fold shape. Contour maps are constructed using existing linear theories of folding, a new nonlinear theory of folding and numerical simulations, all for single-layer folding. The method represents a significant improvement to the arc length method. The strain estimation method is applied to folds in viscous (Newtonian), power-law (non-Newtonian) and viscoelastic layers. Also, strain partitioning in fold trains is investigated. Strain partitioning refers to the difference in strain accommodated by individual folds in the fold train and by the whole fold train. Fold trains within layers exhibiting viscous and viscoelastic rheology show different characteristic strain partitioning patterns. Strain partitioning patterns of natural fold trains can be used to assess the rheological behaviour during fold initiation.  相似文献   

东安牛头寨地区锑矿床控制因素及成因探讨   总被引：1，自引：0，他引：1  

郭爱民  罗小亚等 《湖南地质》2001,20(4):267-271

锑矿床严格受构造控制，表现出逐级控矿特征：区域性F1断裂、牛头寨复式背斜及北北东、北北西、北西向次级断裂，分别控制着锑矿带、锑矿床的空间展布及锑矿脉的形态、产状与规模。地层岩石建造对成矿的控制，主要表现在赋矿地层中的白云岩、硅质岩等易碎裂，为矿液的运移提供了有利的通道。部分含矿地层的Sb高丰度，还可能成为矿提供了矿源。已有的研究表明，锑矿床的硫同位素组成具有岩浆硫特征，并混入了部分围岩沉积硫。石英的氢氧同位素组成反映出岩浆流体与变质水混入溶液特征。矿物包裹体的爆裂温度平均为157℃。石英的包裹体成分测试结果，揭示了矿液为K－Na-Ca-Cl型富硅的弱碱性溶液。矿床成因厘定为岩浆期后中低温热液脉状充填矿床。  相似文献   

大地网三类设计的应变分析法     

隋立芬 《测绘学院学报》1992,(3)

本文针对大地网三类设计的质量标准问题,提出了一种新方法:应变分析法。它可以根据区域性的尺度、旋转、变形三个应变参数的变化,来发现网的局部区域性系统差或粗差;并能较明晰地反映出新增观测值对原网的局部改进或细节改进。  相似文献   

大华北浅源地震与日本海西部及我国东北深震的关系     

朱兆才 《东北地震研究》1992,(1)

分析了大华北浅源地震与日本海西部及我国东北深震的关系,认为本世纪来日本海西部—我国东北深震经历了5个相对活跃期,大华北各地震区相应经历这5个活跃期的影响期。根据大华北M≧6级浅源地震与深震活动的相关性,建立了太平洋板块楔形俯冲带端部重大深震事件导致大华北浅源M≧6级地震发生的板块俯冲模型,应变波传播速度约94km/年,地表视速度约100km/年。重大深震事件突出、模型稳定性强,预测实验表明模型公式可做大华北地震监测参考。用本模型可以解释浅源地震迁移、各地震区地震与深震活动相关等现象。  相似文献   

衡山花岗岩体西缘韧性剪切带的特征,成因及岩体定位机制   总被引：2，自引：0，他引：2  

张志强 《湖南地质》1992,11(3):198-202

衡山花岗岩体由南岳岩体(早期)和白石峰岩体(晚期)组成,衡山岩体西缘形成有分带明显的韧性剪切带,向西倾斜,在XZ面上呈倾向滑动剪切运动,矿物显微变形构造显示为倾向简单剪切特征。经测定,韧性剪切带形成时温度下限为343.6℃,古差应力下限为52～62MPa,应变速率下限为2.05×10~(-14)/s-3.13×10~(-14)/s,推算总位移量在13.5km左右。在花岗岩体以外没有韧性剪切变形现象,说明该韧性剪切带是衡山岩体定位过程中由白石峰岩体沿南岳岩体边缘侵位的简单剪切作用所形成。  相似文献   

3-D shell analysis of cylindrical underground structures under seismic shear (S) wave action   总被引：1，自引：1，他引：1  

George P. Kouretzis  George D. Bouckovalas  Charis J. Gantes 《Soil Dynamics and Earthquake Engineering》2006,26(10):909-921

The 3-D shell theory is employed in order to provide a new perspective to earthquake-induced strains in long cylindrical underground structures, when soil-structure interaction can be ignored. In this way, it is possible to derive analytical expressions for the distribution along the cross-section of axial, hoop and shear strains and also proceed to their consistent superposition in order to obtain the corresponding principal and von Mises strains. The resulting analytical solutions are verified against the results of 3-D dynamic FEM analyses. Seismic design strains are consequently established after optimization of the analytical solutions against the random angles which define the direction of wave propagation relative to the longitudinal structure axis, the direction of particle motion and the location on the structure cross-section. The basic approach is demonstrated herein for harmonic shear (S) waves with plane front, propagating in a homogeneous half-space or in a two layer profile, where soft soil overlays the bedrock.  相似文献