On love waves in inhomogeneous anisotropic elastic solids

Summary This paper consists of two parts. In the first part, the existence of Love waves in non-homogeneous and transversely-isotropic elastic layer over-lying a semi-infinite isotropic elastic solid has been investigated. The frequency equation for such waves has been derived. Numerical calculations giving the velocity of such waves has been made for different layer thicknesses. In the second part, a characteristic frequency equation has been calculated considering the lower boundary of the layer to be rigid. A numerical calculations has been made in this case also to represent the variation of wave number with velocity for different mode number.     

Baltic Sea Level project with GPS

In order to study the Baltic Sea Level change and to unify national height systems a two week GPS campaign was performed in the region in Autumn 1990. Parties from Denmark, Finland, Germany, Poland and Sweden carried out GPS measurements at 26 tide gauges along the Baltic sea and 8 VLBI and SLR fiducial stations with baseline lengths ranging from 230 km to 1600 km. The observations were processed in the network mode with the Bernese version 3.3 software using orbit improvement techniques. To get rid of the scale error introduced by the ionospheric refraction from single-frequency data, the local models of the ionosphere were estimated using L4 observations. The tropospheric zenith corrections were also considered. The preliminary results show average root mean square (RMS) errors of about ±3 cm in the horizontal position and ±7 cm in the vertical position relative to the Potsdam SLR station in ITRF89 system. After transformation of the GPS results to geoid heights using the levelled heights, an absolute comparison with gravimetric geoid heights using the least squares modification of Stokes' formula (LSMS), the modified Molodensky and the NKG Scandinavian geoid 1989 (NGK-89) models gives a standard deviation of the difference of ±7cm to ±9cm for the NKG-89 model and of ±9cm to ±30cm for the LSMS and the modified Molodensky model. The Swedish height system is found to be about 8-37cm higher than those of the other Baltic countries for NKG-89 model.     

核电厂地震危险性评价工作中最小震级的确定

从起算震级的定义出发,在分析其确定依据的基础上,结合实际震例,指出起算震级与工程场地地震危险性评价所关心的最小震级是两个不同的概念,起算震级可以取为4.0,但是,最小震级可能会是更小的震级,因此,对核电厂这类具特殊安全性要求的设施,以起算震级4.0代替最小震级,是偏于不安全的     

金河地震台水氡动态特征及应震效能评份

本文在对金河地震台泉点多年的水氡和辅助观测资料进行清理的基础上,就泉点所处构造部位、水文地质条件、观测环境、干扰因素、影响机理进行了分析。对水氡动态特征进行了探讨。最后,根据该台观测资料的实际情况,选用多元逐步回归分析方法建立最优回归方程式,排除干扰影响。并就排除干扰影响后的水氡资料的应震效能进行评价。     

皂市水库诱震地质条件及危险性初评

对湖南皂市水库库区及区域地壳运动、沉积建造以及浅部岩溶、古岩溶及深部岩溶作用作了较深入的研究与探讨,对与库区关系较密切的断裂及其活动性进行了考察,否定了沿主要库段南缘分布的袁公渡断裂.在上述工作基础上,认为水库区不存在诱发较大地震的地质条件,即使诱发较小有感地震,对大坝亦无影响。     

巷道“封闭式”冲击的尖点突变模型

建立了硬脆性岩巷发生“封闭式”冲击地压的突变模型；给出了冲击发生的临界条件；估算了冲击发生时，岩体释放的地震能。模型能以直观的几何形式描述巷道的缓慢破坏过程和冲击破坏过程。文中的某些处理方法可用于地下工程中环形支架或带底拱支架的稳定性分析中去     

诸广岩体南部伸展构造与铀成矿关系的探索

诸广岩体是我国花岗岩型铀矿床的集中产出区。本文从伸展构造的角度探索了南雄和塘洞－胡坑剥离构造的特点，提出龙华山变质核杂岩对富铀矿床的控制作用，并指出以硅化带为主的脆性构造与塑性流动构造复合叠加的过渡带是寻找富大铀矿床的有利地段．     

北京冬小麦产量预报的一种建模方案

针对农业产量气象预测的各类统计模式中所存在的某些不足，如趋势产量外推的稳定性，预报因子的物理及生物学意义、相关阶段性、多元共线性，回归系数稳定性和剩余产量的处理等，提出了不同的解决办法。在北京冬小麦产量预报试验中收到较好的效果。     

地震异常平静用于短期预报的研究

本文对我国东部十几次中强震前地震活动的中期和短期（短临）平静特征进行了深入的研究。对中期平衡，使用了归一化的Ｎ－ｔ和Ｌ－ｔ图，及地震活动统计量βｎ，由此定量确定中期平静的时间段。对短期平静，使用了归一化的Ｎ－ｔ和Ｌ－ｔ曲线，并结合主震前小震活动集中分布确定短期（短临）平静及未来主震的可能位置，根据研究区域内发生的标志地震震级估计未来主震的震级。本文还总结了中强震前几种不同的地震活动方式，但总的特征     

新丰江地震目录数据库系统的研制

新丰江地震目录数据库录入了１９６０—１９６９年新丰江水库区的地震目录共计３１３００条。数据库管理系统中的震中位置由直角座标转换为用经纬度表示，具有地震目录检索和统计２大功能，并针对新丰江地震的分区研制了专用软件模块。该系统采用模块化分层结构，增加了软接口，为系统的扩充和拓展打下了基楚。