Determining the time and space domains for estimating b value in seismic zoning

To take the seismic zone that includes the great shock with M _s≥8.2 as the statistical unit of estimating b value can often lead to more large variance, because the seismogenic zone of the great shock with M _s≥8.2 are larger than that delineated in general seismic zone. Two-level statistical units are considered in this paper. The seismic province is the first level unit that is suitable for group of earthquakes including the great shock of M _s≥8.5. A seismic province can be divided into several seismic zones. They can be taken as the second level unit for group of quakes in which the super magnitude of the greatest shock do not exceed 8. Because of the nonstationarity in time of seismic activity, the unbalancedness of data and differential of seismic temporal series feature in different areas need to be considered when we select the time period for estimating b value. According to local conditions, the time period is selected at one’s discretion in order to reflect seismicity level of this statistical unit in future 100 years. Contribution No. 98A02039, Institute of Geophysics, China Seismological Bureau, China.     

Frequency response of tiltmeters and tidal factor

The relation of tidal factor value to tiltmeter type has been founded from the harmonic analysis for observational data. The relation is deducted theoretically. It is discovered that the frequency responses of different type tiltmeters and operative periods or damping constant are slightly different in same station. The tiltmeter of small operative period is able to receive more precursory information. That is the tidal factors obtained from harmonic analysis for observed data on tiltmeter of different damping constant are different. The relation between frequency response and tidal factor is searched. It is necessary to calibrate absolutely tiltmeter to predict earthquake. In order to obtain any amount of ground tilt information, it is necessary to select appropriately different frequency tiltmeters to make comprehensive observation. The study is sponsored by the Chinese Joint Seismological Science Foundation, No. 91100.     

强震序列叠加时h值计算及其震情预测应用

在强震群活动中定量计算并扣除前面强震序列的影响是正确估算后续强震序列频度衰减系数ｈ值的关键。     

东南沿海地震带b值统计

本文讨论可信的历史地震资料和现代化仪器记录资料的统一使用问题。     

计算机在地质构造成图中数学方法及原理研究

目前利用计算机绘制图形的软件很多,特别是作平面等值线图的软件,如ＳＵＲＦＥＲ、ＧＲＡ－ＰＨＥＲ等,但这些软件在平面上作图时均不考虑地质构造线,因此这些图件远不能满足地质工作者的需要。为此,本文为了解决上述问题从数学方法、原理方面作一简要说明,对于计算机处理过程作了较完整的叙述。     

五大连池药用矿泥的主要特点及其药用价值

五大连池药用矿泥２００目筛上样品主要由玄武质火山碎屑、石英、辉石以及其它少量晶屑组成，２００目筛下样品由伊利石、绿泥石、高岭石和石英、少量长石等多种粘土矿物组成。该矿泥应属于与本区多期火山喷发物源有关的表生泥质沉积。由于这种沉积矿泥有特殊成因，从而具有药用价值     

奇异值分解法与阻尼最小二乘法的对比

本文根据电阻率测深曲线的一维反演中对初始模型的要求和收敛速度，论述了奇异值分解法（维根斯法）与阻尼最小二乘法（马奎特法）的优缺点     

加筋砂土作用在挡土墙上的土压力研究

以土的塑性极限分析理论和拱体理论为基础，结合挡土墙的长高比，提出了墙后砂土的两种三维破坏模式，并把两种模式与加筋相结合，求出了在加筋水平间距Sx和竖向间距Sx下作用在墙上主动土压力的上限解和设计的加筋长度。最后通过实例验证了本文的理论。     

海城地震余震活动的再研究

截止１９９５年４月，海城－营口地震区已发生ＭＬ≥３．６级余震４２５次。西方对余震ｂ值随时间的变化、余震时空发展的特点、大余震发生前后的余震特征等做了进一步研究，所得主要结果如下：（１）随着时间的推移，余震ｂ值逐渐增大，并趋于稳定。（２）今后仍有可能发生２－３次ＭＬ５．０级左右的余震。     

标定电流对标度值测量的影响和数字表标度值测量稳流仪

本文讨论了标定电流对标度值测量的影响，并介绍了研制的数字表标度值稳定仪及其使用效果，该仪器标定电流在４－１９ｍＡ范围可手动选定，电流稳定精度小于０．０２ｍＡ，电流升，降的转换时间约３０ｓ，仪器结构紧凑，操作简便，可以满足地磁台工作需要。