国际直接投资变化趋势及对我国引资的思考

国际资本投资特别是对外直接投资的迅速增长，无论是对资本输出国还是对资本吸纳国的经济和社会发展都产生了深刻的影响。以美国为首的发达国家无论是在资本输出还是资本流入中一直都占据重要地位，以新兴市场国家为代表的发展中国家的国际资本投资存在逐渐加强的趋势。从国际资本投资的行业分布特征来看，主要集中在制造业和金融、保险、房地产业，特别是金融、保险和房地产业所占比重持续上升。改革开放以来，外商投资已经成为引发我国经济发展深刻变化的重要因素，外商投资企业成为我国国民经济中的重要组成部分。要进一步抓对全球经济一体化的机会，制定相应的发展战略，促进我国经济的发展。     

云南省防洪空间信息系统构建

通过讨论应用地理信息系统（GIS）技术，立足现实对相关空间数据进行集成和整合处理，实现防洪空间信息的数字化、标准化，为优化防汛指挥工作手段提供基础。系统数据库饭知不同比例尺精度的空间基础数据以满足不同目的的需求，对相关水文、防洪设施、全省洪涝风险和重点区风险图、土地利用等图件进行系统整合。系统有较强的管理功能和分析功能，可提高云南省防洪空间信息的共享度和系统有效管理，为政府统一组织和指挥抗洪救灾提供重要的辅助决策支持手段。     

Present land use and cover patterns and their development potential in North Ningxia

With the objectives to acquire the fundamental data of the territorial resource, understand the impacts of human activities on the land use and cover patterns and evaluate the potential of the future exploitation, an intensive land cover classification with an accuracy of 93% has been completed for North Ningxia by remote sensing technique based on the adoption of a combination method composed of texture training, maximum likelihood classification and post-processing such as re-allocation and aggregation. This classification result was incorporated with the contemporaneous socio-economic and meteorological data for cross-sectional regression modelling to reveal the spatial determinants of the land cover patterns and understand the human-environmental relationships. A tentative evaluation on the potential of soil exploitation in the near future was carried out in combination with our land use and cover change detection results aiming at supplying some useful references for the central and local governments in their sustainable land use planning.     

基于GIS的陕西省旬阳地区滑坡灾害危险性区划

西部地区是我国地质灾害的重灾区。随着西部大开发战略的实施，该地区即将开展大规模的基础建设、能源开发等。区域内的经济发展与地质灾害的矛盾将不可避免地暴露出来。为解决这一问题，论文选取中国滑坡重灾区的江汉流域开展灾害危险性区划应用研究。研究区选在旬阳地区的县城近郊，通过MAPGIS软件平台及其二次开发的滑坡灾害分析系统，采用规则网格单元划分方法，运用信息量模型对该区斜坡稳定性进行了．空间定量预测，并依信息量法的结果编制了该区的危险性预测分区图。为政府部门进行土地规划决策、避免在地质灾害易发区进行大规模土地开发和工程建设提供了科学依据。     

基于OpenGL的多层三维空间实体叠加建模

多层三维空间实体普遍存在于现实生活中。借助于目前国际最广泛应用的三维图形接口OpenGL将其真实地显示出来，具有重要的现实意义。其中多层三维空间实体建模技术是显示过程的关键步鼻。在实现单层空间实体三维建模的基础上，利用OpenGL实现了多层三维空间实体叠加建模，叠加实现的过程及其属性数据的表示方法。     

Mapgis在地质学中的应用

简要讨论了Mapgis的主要功能，重点阐述了Mapgis的地质制图技术、空间分析技术以及二次开发能力在地质学领域中的应用，并举例论述之。Mapgis的地质制图技术将纷繁复杂的传统地质制图过程简化，而且美观精确；空间分析技术可以将矢量数据和栅格数据综合制作出各种图形和图象文件，方便分析；地质工作者也可以运用Mapgis的二次开发能力来开发面向特定领域的系统。     

汪清7.2级深震地下流体动态异常探析

2002年6月29日汪清7．2级深震前，吉林省地下流体观测网部分井孔观测到一组从趋势到短期前兆异常。本文阐述这些异常出现的特征和时空演化过程。认为异常出现的时间与震中距密切相关，其空间展布具有迁移性，中期异常由外围向震中收缩，其速率很小，进入短期阶段，岩石处于失稳、临失稳状态，水位异常由震中向外围发散，速率迅速加大。同时发现了异常盲区即深震的震中区，它对预测深震中有非常实际的意义，同时对研究板块运动、地球动力学过程也有一定的参考价值。     

Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion,site effects and soil–structure interaction phenomena. Part 1: Methodology and analytical tools

During strong ground motion it is expected that extended structures (such as bridges) are subjected to excitation that varies along their longitudinal axis in terms of arrival time, amplitude and frequency content, a fact primarily attributed to the wave passage effect, the loss of coherency and the role of local site conditions. Furthermore, the foundation interacts with the soil and the superstructure, thus significantly affecting the dynamic response of the bridge. A general methodology is therefore set up and implemented into a computer code for deriving sets of appropriately modified time histories and spring–dashpot coefficients at each support of a bridge with account for spatial variability, local site conditions and soil–foundation–superstructure interaction, for the purposes of inelastic dynamic analysis of RC bridges. In order to validate the methodology and code developed, each stage of the proposed procedure is verified using recorded data, finite‐element analyses, alternative computer programs, previous research studies, and closed‐form solutions wherever available. The results establish an adequate degree of confidence in the use of the proposed methodology and code in further parametric analyses and seismic design. Copyright © 2003 John Wiley & Sons, Ltd.     

Calibration of an oscillating nozzle‐type rainfall simulator

Nozzle‐type rainfall simulators are commonly used in hydrologic and soil erosion research. Simulated rainfall intensity, originating from the nozzle, increases as the distance between the point of measurement and the source is decreased. Hence, rainfall measured using rain gauges would systematically overestimate the rainfall received at the ground level. A simple model was developed to adjust rainfall measured anywhere under the simulator to plot‐wide average rainfall at the ground level. Nozzle height, plot width, gauge diameter and height, and gauge location are required to compute this adjustment factor. Results from 15 runs at different rain intensities and durations, and with different rain gauge layouts, showed that a simple average of measured rain would overestimate the plot‐wide rain by about 20 per cent. Using the adjustment factor to convert measured rainfall for individual gauges before averaging improved the estimate of plot‐wide rainfall considerably. For the 15 runs considered, overall discrepancy between actual and measured rain is reduced to less than 1 per cent with a standard error of 0·97 mm. This model can be easily tested in the ?eld by comparing rainfall depths of different sized gauges. With the adjustment factor they should all give very similar values. Copyright © 2003 John Wiley & Sons, Ltd.     

基于RDBMS的海量数字高程模型系统

介绍了用于海量数字高程模型数据的管理、应用分析以及可视化的系统GeoDEMDB，采用部件对象模型技术，实现了数据管理、空间分析和大范围三维场景漫游的集成，并提供了灵活的选择性。