空间数据仓库的安全控制

安全在任何数据库访问和数据传输应用里都是一个重要的问题,尤其是在Internet环境下。基于Web的地理空间数据的安全问题和地理空间数据这个整体一样,是GIS里相对未知的领     

“杰森1号”卫星检测到2004年12月26日海啸

根据已发表的报告，卫星测高仪在过去只检测到一次波辐相当小的海洋中的海啸波(Okal et al，1999)。2004年12月海啸显著地改变了这种图象。这次事件是自1970年代开始进行卫星测高以来发生的最大的事件。目前在轨道上的仪器可以相当高分辨率(海上5km范围平均几厘米)测量海面高度，不过仅能沿其轨道测量，不能提供事件的全景图象。而且它们也不可能安排在最佳位置在震源附近进行早期监测。     

On the sand surface stability in the southern part of Gurbantnggt Desert

Longitudinal dunes,also known as linear dunes,are the most widespread of all dune types,which occupy1/2to2/3of the total area in the world sand seas.They mainly occur in the southern part of Africa,Arabian Peninsular,Australia,Central Asia and North Af-rica-Middle East regions[1],in China they mainly ap-pear in the Gurbantnggt Desert.Many researches have been done on wind dynamics of the sand dune and its relations with environmental conditions[2—9],but comprehensive studies on sand …     

地震安全性保障对策

当今世界所有工业发展国家关于安全以及居民、地区、国民经济工程设施对人为灾害和自然灾害的防护问题,已成为没有地理和民族界限的最重要的社会经济、人口学和生态研究问题。因此,建立与地震安全性保障有关的国家科技课题是极为重要的。在哈萨克斯坦,研究人员拓展了地震监测系统构思,在其基础上制定了优先问题的计划:——研究地震危险性评定的方法学和编制不同比例尺的地震区划图以作为进行建设和合理利用土地的标准文件。——研究地震发生地点、强度和时间预报的方法,建立地震活动性和地震预报的地震监测系统。——研究监测的方法学,对有…     

地震过程破坏后果预测的科学原理和方法

14.1关于地震后果哈萨克斯坦地区广阔,它包括西哈萨克斯坦、克孜勒奥尔达、南哈萨克斯坦、江布尔、阿拉木图和东哈萨克斯坦(州),这些地区都属于地震危险区域。地震最活动地区是天山、准噶尔阿拉套、塔尔巴哈台和阿尔泰造山作用地区。在19世纪末和20世纪初,仅天山地区就发生了数次破坏性地震,其中韦尔诺耶、奇利克和克明地震列入世界灾难性地震。这些地震的烈度为8—11度,地震导致人员死亡,建筑物破坏。例如,1911年1月4日克明地震,震级为M8.2,震中烈度大于11度,人员伤亡245人;1887年6月9日韦尔诺耶地震,震级为M7.3,烈度9—10度,在韦尔诺耶城…     

Unique Marine Olenekian-Anisian Boundary Section from South Primorye, Russian Far East

INTRODUCTION LateOlenekianandAnisianmarinedepositsin SouthPrimoryewerefirststudiedbyD.L.Ivanov,thechiefofageologicalteammakingreconnaissance workfortheconstructionofthetrans Siberianrail road.HecollectedEarlyandMiddleTriassicam monoidsonRussianIsland.Arep…     

hts as 1777577,400172,43

;Dang-gui;Bai-shu;Fu-ling;polyhexose;HPLC;GC国家新药基金(969010538);; 国家自然科学基金(30271604);; 教育部重点项目(104200)0中国实验方剂学杂志Chinese Journal of Experimental Traditional Medical Formulae22-25R285.5E057;6;EE057_6;顾维00090003000200210006;00090003000620-23正交试验探讨降香挥发油的最佳提取条件李奉勤,田志国,史冬霞,范文成,苏平菊,罗志宏,常美铃石家庄以岭药业股份有限公司,石家庄以岭药业股份有限公司,石家     

改进的能量守恒方法及其在CHAMP重力场恢复中的应用

An efficient method for gravity field determination from CHAMP orbits and accelerometer data is referred to as the energy balance approach. A new CHAMP gravity field recovery strategy based on the improved energy balance approach IS developed in this paper. The method simultaneously solves the spherical harmonic coefficients, daily Integration constant, scale and bias parameters. Two 60 degree and order gravitational potential models, XISM-CHAMPO1S from the classical energy balance approach, and XISM-CHAMPO2S from the improved energy balance, are determined using about one year＇s worth of CHAMP kinematic orbits from TUM and accelerometer data from GFZ. Comparisons among XISM-CHAMPO1S, XISM-CHAMPO2S, EIGEN-CGO3C, EIGEN-CHAMPO3S, EIGEN2, ENIGNIS and EGM96 are made. The results show that the XISM-CHAMPO2S model is more accurate than EGM96, EIGENIS, EIGEN2 and XISM-CHAMPO1S at the same degree and order, and has almost the same accuracy as EIGEN-CHAMPO3S.     

Effect of abutment modeling on the seismic response of bridge structures

Abutment behavior significantly influences the seismic response of certain bridge structures. Specifically in the case of short bridges with relatively stiff superstructures typical of highway overpasses, embankment mobilization and inelastic behavior of the soil material under high shear deformation levels dominate the response of the bridge and its column bents. This paper investigates the sensitivity of bridge seismic response with respect to three different abutment modeling approaches. The abutment modeling approaches are based on three increasing levels of complexity that attempt to capture the critical components and modes of abutment response without the need to generate continuum models of the embankment, approach, and abutment foundations. Six existing reinforced concrete bridge structures, typical of Ordinary Bridges in California, are selected for the analysis. Nonlinear models of the bridges are developed in OpenSees. Three abutment model types of increasing complexity are developed for each bridge, denoted as roller, simplified, and spring abutments. The roller model contains only single-point constraints. The spring model contains discrete representations of backfill, bearing pad, shear key, and back wall behavior. The simplified model is a compromise between the efficient roller model and the comprehensive spring model. Modal, pushover, and nonlinear dynamic time history analyses are conducted for the six bridges using the three abutment models for each bridge. Comparisons of the analysis results show major differences in mode shapes and periods, ultimate base shear strength, as well as peak displacements of the column top obtained due to dynamic excitation. The adequacy of the three abutment models used in the study to realistically represent all major resistance mechanisms and components of the abutments, including an accurate estimation of their mass, stiffness, and nonlinear hysteretic behavior, is evaluated. Recommendations for abutment modeling are made.     

The Preliminary Statistical Analysis of LAMOST DR8 Low Resolution AFGK Stars

We download the Large sky Area Multi-Object fiber Spectroscopic Telescope Data Release 8(LAMOST DR8)low resolution catalog for 6,478,063 AFGK type stars and plot the figures of effective temperature,gravitational acceleration and metal abundance.Some small and medium mass stars are evolved from pre-main sequence or main sequence stage to planetary nebula stage or white dwarf stage by the stellar evolution code MESA.We analyze the observed statistical data and model calculation results,and then o...