限制条件下的空间聚类分析--改进的K-中心点聚类算法

针对空间聚类过程中存在障碍实体的问题,提出了改进的K-中心点空间聚类算法,提高了算法的执行效率,解决了限制条件下空间聚类问题,使得聚类结果更具实用性。     

REVIEWS OF GEOGRAPHIC SOFTWARE

Geographic Software Reviewed in this article: APPLEPIPS IBM EDUCATIONAL SOFTWARE SERIES: EARTH SCIENCE SERIES . Moisture in the Atmosphere, Hydrologic Cycle, Surface Water and Ground Water. MINI-MAX MULTIMAP . Barry R. Cohen . Planning Data Systems WORLD GEOGRAPHY SERIES, U.S. GEOGRAPHY QUIZ, U.S. GEOGRAPHY ADVENTURE     

满足一定约束条件的登月飞行轨道的设计

讨论满足约束条件的登月飞行轨道的设计问题，将约束条件分类为只与太阳，月球，地球，飞行器和观测站之间的相对位置有关的运动学约束条件以及小及到飞行器轨道云动的动力学约束条件，在考虑登月飞行轨道的特征后，给出一种设计满足约束条件的标准飞行轨道的方法，并将方法应用于不同约束条件下的我国登月飞行以及月球卫星的轨道预测计。     

NON-COMPENSATORY DECISION RULES AND CONSUMER SPATIAL CHOICE BEHAVIOR: A TEST OF PREDICTIVE ABILITY*

Two major possible shortcomings of existing spatial choice models are addressed: the inclusion of distance as a monotonically decreasing utility function and the use of compensatory utility-maximizing composition rules. A conceptual framework is outlined incorporating distance as a spatial constraint and non-compensatory composition rule. The findings of a case study which evaluates the predictive ability of this approach suggest that these rules perform satisfactorily, although less so than compensatory rules.     

FRAMEWORKS FOR GENERALIZATION CONSTRAINTS AND OPERATIONS BASED ON OBJECT-ORIENTED DATA STRUCTURE IN DATABASE GENERALIZATION

1　ＩｎｔｒｏｄｕｃｔｉｏｎＤａｔａｂａｓｅｇｅｎｅｒａｌｉｚａｔｉｏｎｃａｎｂｅｃｏｎｓｉｄｅｒｅｄａｓｔｈｅｔｒａｎｓｆｏｒｍａｔｉｏｎｏｆｔｈｅｃｏｎｔｅｎｔｏｆａｓｐａｔｉａｌｄａｔａｂａｓｅｆｒｏｍｈｉｇｈｒｅｓｏｌｕｔｉｏｎ (ｗｉｔｈｍｏｒｅｄｅｔａｉｌ)ｔｏａｌｏｗｅｒｒｅｓｏｌｕｔｉｏｎ (ｗｉｔｈｌｅｓｓｄｅｔａｉｌ)ｔｅｒｒａｉｎｒｅｐｒｅｓｅｎｔａｔｉｏｎ(Ｍｏｌｅｎａａｒ ,1 996 ) .Ｉｎｏｔｈｅｒｗｏｒｄｓ ,ｔｈｉｓｔｒａｎｓｆｏｒｍａ ｔｉｏｎｉｓｄｅｅｍｅｄａｓｃｈａｎｇｉｎ…     

La mine médiévale d'argent du Pontet,une fente alpine contemporaine de la surrection des massifs cristallins ?

This study of the Pontet mine aimed at updating the understanding of ore-structural geology setting and, in terms of archaeology, at pointing out how the geometry of structures influenced the medieval workings and the shape of the galleries. The mineralisation and the WNW–ESE dextral normal faults controlling its emplacement are assigned to the Eocene by analogy with the neighbouring La Gardette structure. This confirms the Late Eocene to Oligocene age classically proposed for Phase 1 and places it in the Eocene. The Prégentil-type P1 folds described by Lameyre (1958) are here attributed to Phase 1, which raises the question as to whether the contemporaneous tectonic uplift of the crystalline basement should also be assigned to Phase 1 rather than to Phase 2. To cite this article: J.-L. Feybesse et al., C. R. Geoscience 336 (2004).     

重磁反演约束条件及三维物性反演技术策略

重磁资料反演与其他地球物理反演一样也存在严重的多解性,要想得到好的结果,必须附加约束条件,而且尽可能是各种约束的组合。三维反演中多解性更加严重,同时与约束的结合又更加艰难。非线性的广义随机算法使反演求解过程稳定,约束条件容易结合,但计算速度和维数困难同样制约其发挥作用,采取针对性措施后,使三维反演进入实用化阶段。     

Body-wave waveform constraints on the source parameters of the Yangjiang,China, earthquake of July 25, 1969: A devastating earthquake in a stable continental region

On July 25, 1969, anM _s 5.9 earthquake shook the Kwangtung Province near Yangjiang, China. Casualties and extensive damage were reported in the epicentral area. The Yangjiang earthquake occurred within the passive margin located along China's southeast coast. This stable continental setting is seismically one of the most quiet regions of China; historic records indicate this earthquake to have been the first devastating one in the area. A remarkable feature of this earthquake sequence is that its foreshocks and aftershocks are relatively small in terms of number and magnitude despite the relatively large main shock.Waveforms of long-and short-period teleseismicP and long-period teleseismicSH waves have been modeled to estimate the source parameters for this earthquake. The focal mechanism determined is predominately strike-slip with a small normal component (strike=263°, dip=79°, rake=194°) and is in good agreement with observations in the epicentral area regarding dislocation direction of fissures, distribution of aftershocks, and isoseismals. The average seismic moment is 5.15×10²⁴ dyne-cm and the focal depth is estimated to be 9 km. The earthquake is characterized by a rather short source-time function and a high stress drop of approximately 380 bars. The observed pattern of the foreshock-main shock-aftershock sequence is interpreted in terms of the large stress drop associated with the main shock and the material properties at and near the source. TheP-axis orientation lies roughly NW-SE and is consistent with the maximum compressive stress observed along the coast of southeast China. This stress orientation is consistent with the NW subducting Philippine Sea plate and the SE ward push from central China due to the convergence between Indian and Eurasian subcontinents.     

Rehabilitation and replacement of water distribution system components considering uncertainties

This paper presents the mathematical development of an integer — nonlinear programming chance — constrained optimization model for the minimum cost rehabilitation/replacement of water distribution system components. Particular attention is given to the handling of uncertainties in the roughness factors and the loading conditions including both the random demand and preassure head requirements.The advantages of the proposed model include the ability to: 1) handle the optimal timing of rehabilitation/replacement for water distribution system components; 2) link a mixed-integer linear program solver, a nonlinear program solver, and a hydraulic simulator into an optimization framework; 3) handle the uncertainties of some of the variables; 4) incorporate various kinds of cost functions; and 5) handle multiple loading conditions.