国家数字地震台网中心实时处理及大地震速报软件系统

国家数字地震台网中心实时系统是国家数字地震台网的重要组成部分。其软件系统主要功能有: 实时收集、存储47个国家数字地震台的地动波形数据,进行地震事件实时检测、自动定位、报警、人机结合精确定位。可速报国内M_S≥5.0、邻区M_S≥6.0、世界范围M_S≥7.0地震的震源位置及震级。软件系统的主要特点: 双机热备份,使用多种编程技术,具有实时性好、可靠性、稳定性高。提出地震定位计算法的几何背景,双曲线与圆相交地震定位法等。丰富和发展了地震定位理论,解决了初始定位长期得不到解决的问题,在全球大地震速报工作中取得了很好的效果。人机交互系统,操作简便,用图形和数字给出丰富的信息,有助于分析地震波形和地震定位结果,是一个计算机辅助思维、分析系统。     

洮儿河扇形地地表水与地下水资源的转化关系

洮儿河扇形地地表水与地下水的转化关系十分复杂,主要表现在转化量的确定和转化关系影响因素的分析。通过水量平衡法、地下水均衡法分析计算了河水向地下水的转化量。在水量平衡法计算中,首先确定了区间产流,然后建立地表水均衡方程,以此确定转化量;在地下水均衡法计算中,主要通过建立第四系孔隙潜水均衡方程来求取转化量。地表水向地下水转化关系的影响因素主要有地层岩性、降水量、上游来水量、地下水开采量。地层岩性对转化关系的影响属于稳定因素,而上游来水量和地下水开采量属于非稳定因素,直接影响了转化关系的变化规律。     

Fractal approach applied to calculate hour‐glass eigenvalue of elastic square 4‐node quad

It is shown that the property of the scale invariance of the eigenvalues and eigenmodes of a finite element can be used as a basis to calculate good approximations to the analytical magnitudes of eigenvalues. This requires the subdivision of the element into a mesh of small elements with the same shape as the large element, the enforcement of the modal boundary displacements of the large element to the mesh of small elements and finally the application of the conditions of both the nodal equilibrium and the equality of the nodal work at both scales. Due to the self‐similarity of the elements at all scales the authors propose to call this method the fractal approach. The method is applied to calculate the hour‐glass eigenvalue of a plane square 4‐node quad for isotropic linear elastic material. The resulting hour‐glass eigenvalue is shown to be a good approximation of the analytical magnitude as derived in a companion paper. Copyright © 2000 John Wiley & Sons, Ltd.     

基于IDL的地层三维可视化

以钻孔资料为源数据,利用克里格为插值方法,生成了相关地层的规则网格数据,并基于IDL实现了地层三维的可视化,并运用了光度学、色度学的算法实现视觉效果,引入了消隐、光照模型、颜色模型等技术,增强了地层可视化的仿真效果。利用本系统,可实现实时放大、缩小、旋转、平移并对每一个地层表面调色等功能,使得难以观察的地层可以逼真的展现在人们面前,提高了人们对地层的认知能力。     

A Bayesian probabilistic approach for structure damage detection

A Bayesian probabilistic approach is presented for the damage detection of multistorey frame structures. In this paper, a Bayesian probabilistic approach is applied to identify multiple damage locations using estimated modal parameters when (1) the measurement data are potentially corrupted with noise, (2) only a small number of degrees of freedom are measured, and (3) a few fundamental modes are estimated. To reduce the potentially intensive computational cost of the proposed method, a branch-and-bound search scheme is proposed and a simplified approach for the modelling of multistorey frame structures is employed. A six-storey shear frame example and two multistorey frame examples, with multiple damage locations, are presented to illustrate the applicability of the proposed approach. © 1997 John Wiley & Sons, Ltd.     

Generalized extreme value shape parameter and its nature for extreme precipitation using long time series and the Bayesian approach

Assessing the probability of extreme precipitation events is consequential in civil planning. This requires an understanding of how return values change with return periods, which is essentially described by the generalized extreme value (GEV) shape parameter. Some works in the field suggest a constant shape parameter, while our analysis indicates a non-universal value. We re-analysed an older precipitation dataset (169 stations) extended by Norwegian data (71 stations). We showed that while each set seems to have a constant shape parameter, it differs between the two datasets, indicating regional differences. For a more comprehensive analysis of spatial effects, we examined a global dataset (1495 stations). We provided shape parameter maps for two models and found clear evidence that the shape parameter depends on elevation, while the effect of latitude remains uncertain. Our results confirm an explanation in terms of dominating precipitation systems based on a proxy derived from the Köppen-Geiger climate classification.

EDITOR D. Koutsoyiannis

ASSOCIATE EDITOR not assigned     

基于重力卫星数据监测地表质量变化的三维点质量模型法

利用卫星重力测量手段监测全球质量变化取得了巨大成功,本文基于牛顿万有引力定律在三维空间直角坐标系中导出利用重力卫星观测数据监测全球质量变化的三维点质量模型法,该方法可直接利用重力卫星的轨道和星间观测数据或时变重力场模型计算全球质量变化,由于利用卫星观测数据计算地表质量变化的向下延拓过程以及观测数据噪声的影响,需要采用合适的空间约束方程或正则化技术对解算结果进行约束或平滑处理.利用合成全球质量变化模型模拟一个月的GRACE双星轨道和星间距离变率数据计算全球质量变化,对三维点质量模型法进行分析验证,采用零阶Tikhonov正则化技术处理病态问题.结果表明,三维点质量模型法可有效用于重力卫星观测数据监测全球质量变化,为利用重力卫星观测数据监测全球质量变化提供一种可选的途径.     

Spatial seismic modeling of base‐isolated buildings pounding against moat walls: effects of ground motion directionality and mass eccentricity

Structural impact between adjacent buildings may induce local and, in some extreme cases, severe damage, especially in the case of seismically isolated buildings. This study parametrically investigates in the three‐dimensional domain the effect of pounding on the peak response of base‐isolated buildings, which are simulated as nonlinear three‐dimensional multi‐degree‐of‐freedom systems. Firstly, it is shown that considering unidirectional, instead of bidirectional, excitations may lead to underestimation of the base drift demands. Subsequently, the peak responses of seismically isolated buildings utilizing lead rubber bearings are studied while varying important parameters, such as the incidence angle of seismic excitations, the available seismic clearance, and mass eccentricities, under the action of bidirectional horizontal excitations. A large number of numerical simulations are performed using a specially developed software that implements an efficient approach to model impacts, taking into account arbitrary locations of contact points. It is found that the peak interstory drift ratio is significantly influenced by the directionality of the ground motion. Therefore, the seismic performance of structures should ideally be assessed examining the peak structural response while bidirectional ground motions are imposed at various incident angles. Furthermore, it is also observed that the interstory drift ratios increase while decreasing the available gap size, up to a certain value. Finally, the parametric analyses indicate that the effects of impact are more severe for structures with mass eccentricities, and in which case, the estimation of the critical incidence angle becomes more laborious. Copyright © 2016 John Wiley & Sons, Ltd.     

Response of multiply supported secondary systems to earthquakes in frequency domain

A new formulation of the transfer function has been proposed for the seismic analysis of linear, multiply supported secondary systems. The transfer function for a given response quantity has been formulated by directly using the fixed-base modes of the primary and secondary systems. This approach is exact and does not involve the determination of the combined system properties. Further, it is applicable to the secondary systems with various mass ratios and configurations. A few example primary–secondary systems have been considered to illustrate the proposed formulation in case of different mass ratios. It has also been shown how the proposed formulation can be used to obtain reasonably accurate stochastic estimates of the secondary system responses. © 1998 John Wiley & Sons, Ltd.     

基于生物标志物的海洋溢油污染评价方法研究

生物标志物是指能够指示或表征暴露于环境化学污染物而引起生物机体发生响应变化的标志物或指标。采用生物标志物指示海洋环境的水质变化及其生态预警作用的研究是当今海洋环境科学研究的热点和前沿,在海洋污染评价领域中应用广泛。本文介绍了生物标志物的定义及分类,综述了国内外基于不同种类的生物标志物的评价方法在海洋溢油污染监测与评价中的应用特点和研究现状,以及多种生物标志物综合应用的典型方法及重要意义,例如生物标志物响应指数(biomarker response index,BRI)和综合生物标志物响应指数法(Integrated biomarker responses index,IBR)。最后,本文总结并指出了今后开展相关溢油污染评价的研究方向,包括针对海洋溢油污染特点筛选特异性强、敏感性高的生物标志物以及建立基于生物标志物的海洋溢油污染预警系统等,从而提供更加精准有效的技术方法和科学保障。