前兆异常的非线性识别与地震危险地点的判定     

郑熙铭  冯德益 《山西地震》1996,(2):29-33

利用多种描述复杂现象的非线性方法处理了多台多项多年的前兆观测资料，通过“场”、“源”特征差异性的对比求得地震危险地点是一个能量“振荡”型积累的地区，具体表现为它是在前兆异常演化过程中出现的异常从属度最高、自相似性变化最大、前兆分维数下降最多的地区，而且还是在地震活动过程中出现的一个熵值相对较低的地区。研究结果还表明，震中位置的不确定性随着发震时刻的逼近而不断减弱  相似文献   

强震地面运动的解析解     

范家参  费维水 《地震研究》1996,19(1):95-118

本文用具有非线性Ｒａｙｌｅｉｇｈ阻尼的断裂动力学的控制方程组或方程来研究水平强震地面运动或垂直强震地面运动，并得出其解析解，数值计算结果显示，本文得出的结果与任意选择的两个强震记录是很相似的。  相似文献   

山地降水垂直分布三参数高斯模式及其应用   总被引：1，自引：1，他引：1  

喻洁  喻家龙 《地理研究》1996,15(4):82-86

针对蒋忠信山地降水高斯模式计算中的问题,提出三参数高斯模式及其非线性回归计算方法,将其应用于我国部分山地降水中,效果较好。  相似文献   

飑线的非线性重力波行波解模型     

张铭 《大气科学》1992,16(5):565-572

本文提出了一个飑线的非线性重力波行波解模型,并将该模型与实际飑线作了比较,结果表明,该模型可反映出飑线的主要特征.  相似文献   

非线性土层地震反应分析的一种方法   总被引：12，自引：0，他引：12  

李小军 《华南地震》1992,12(4):1-8

本文利用作者给出的土的剪切动力本构关系的动态骨架曲线模型,结合显式差分数值逐步积分方法,给出了一种分析非线性土层地震反应的方法。反应计算中,地震效应视为基底剪切波垂直入射,且考虑了上部土层中能量向弹性基底辐射的效应。文章最后给出了本方法应用的一个算例,并给出了相应的等效线性化方法的计算结果。  相似文献   

The influence of stiffness of the true triaxial testing machine on the rupturing and acoustic emission of rocks and its correlation with seismic activities     

Zhaoyong Xu  Shirong Mei  Cantao Zhuang  Peilin Li 《地震学报(英文版)》1992,5(2):367-379

This paper introduces how the ratioR of the characteristic stiffness of rock samplevs. the stiffness of testing machines would influence the rupturing process and the acoustic emission (AE) on the part of the tested rock samples. Result of the experiment shows: WhenR>0.20, the rock sample would rupture abruptly; whereas whenR<0.20, the rock samples would rupture slowly. When the samples rupture abruptly, the time-dependent variation of the AE rate takes such a pattern:peak value—stable low values—rises to the maximum value (concentration)—drops back to the minimum value (quiescence)—(rises again)—ruptures. Moreover, smallerR-value tends to be associated with longer quiescence and vice versa. WhenR>1.50, no pre-failure quiescence is detected. When the rock samples rupture slowly, the variation pattern of the AE rate (after the stress has increased to more than 50% of the rupturing stress) is as the following:stable low (or high) values—rises (or drops) to its maximum (or minimum) values and then continues for some time—ruptures. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,13, 223–233, 1991. This study is supported by the Chinese Joint Seismological Science Foundation.  相似文献   

岩石粘滑的自锁模型及数值模拟     

陈铁民  陶振宇 《地震工程学报》1993,15(1):39-44

本文根据岩石摩擦的自锁模型,通过数值模拟讨论了围压和围压介质刚度对粘滑及其应力降的影响。结果表明:围压的增大有利于发生粘滑;粘滑应力降随围压的增大而增大;天然地震应力降低于室内粘滑应力降是由围压介质刚度引起的。  相似文献   

地震前兆异常时间分布非线性特征的初步探讨——以海城地震和唐山地震为例   总被引：1，自引：1，他引：1       下载免费PDF全文

邓志辉  马瑾 《地震地质》1993,15(3):213-219

震源系统是一个与外界既有物质交换又有能量交换的耗散系统,在其发展演化过程中会经历一系列的分岔突变。作者运用非线性动力学的方法,分析了海城地震和唐山地震的前兆资料。研究结果表明,前兆异常活动具有阶段性,相邻两个异常阶段的持续时间的比值为一常量(5左右)。这种前兆时间分布规律可用震源体内应变能密度随孕震时间的增加发生倍周期分岔进行解析。它可用于预测主震的发生时间  相似文献   

Quantifying Organization of Atmospheric Turbulent Eddy Motion Using Nonlinear Time Series Analysis   总被引：3，自引：0，他引：3  

Karen H. Wesson  Gabriel G. Katul  Mario Siqueira 《Boundary-Layer Meteorology》2003,106(3):507-525

Using three methods from nonlinear dynamics, we contrast the level of organization inthe vertical wind velocity (w) time series collected in the atmospheric surface layer(ASL) and the canopy sublayer (CSL) for a wide range of atmospheric stability ()conditions. The nonlinear methods applied include a modified Shannon entropy, waveletthresholding, and mutual information content. Time series measurements collected overa pine forest, a hardwood forest, a grass-covered forest clearing, and a bare soil, desertsurface were used for this purpose. The results from applying all three nonlinear timeseries measures suggest that w in the CSL is more organized than that in the ASL, and that as the flows in both layers evolve from near-neutral to near-convective conditions, the level of organization increases. Furthermore, we found that the degree of organization in w associated with changes in is more significant than the transition from CSL to ASL.  相似文献   

Implementation of configuration dependent stiffness proportional damping for the dynamics of rigid multi-block systems     

Yun?Byeong?Chae  Jae?Kwan?KimEmail author 《地震工程与工程振动(英文版)》2003,2(1):87-97

The distinct element method (DEM) has been used successfully for the dynamic analysis of rigid block systems. One of many difficulties associated with DEM is modeling of damping. In this paper, new procedures are proposed for the damping modeling and its numerical implementation in distinct element analysis of rigid multi-block systems. The stiffness proportional damping is constructed for the prescribed damping ratio, based on the non-zero fundamental frequency effective during the time interval while the boundary conditions remain essentially constant. At this time interval, the fundamental frequency can be estimated without complete eigenvalue analysis. The damping coefficients will vary while the damping ratio remains the same throughout the entire analysis. A new numerical procedure is developed to prevent unnecessary energy loss that can occur during the separation phases. These procedures were implemented in the development of the distinct element method for the dynamic analyses of piled multi-block systems. The analysis results for the single-block and two-block systems were in a good agreement with the analytic predictions. Applications to the seismic analyses of piled fourblock systems revealed that the new procedures can make a significant difference and may lead to much-improved results.  相似文献