基于 ArcG IS 和 Python 集成开发可达性分析工具的研究

为降低可达性度量的实现难度,弥补现有GIS软件没有集成可达性分析模型或方法的不足,在详尽分析有关模型或方法与GIS集成研究现状的基础上,提出以改进潜能模型作度量模型,按GIS内部集成方式,使用面向ArcGIS 10的Python脚本编程技术集成开发可达性分析工具的设想,对可达性潜能模型分析原理、工具开发环境配置、使用数据的预处理要求、工具的具体设计流程和实现方法等作了详细叙述。最后以评价某市小学教育资源空间布局合理性为例,阐述工具在实际应用中应采取的使用方法和流程,实例评价结果验证工具开发的有效性。     

基于空间协同共享技术的规划用地监测平台研究

基于空间共享的空间库平台多源数据,设计开发了规划用地监测平台,对现状用地情况、规划用地情况、规划审批情况、土地存量情况、集体用地情况、棚户区情况等进行动态监测,为规划管理和规划研究工作提供及时有效的数据支撑。     

基于空间协同共享技术的规划用地监测平台研究

基于空间共享的空间库平台多源数据,设计开发了规划用地监测平台,对现状用地情况、规划用地情况、规划审批情况、土地存量情况、集体用地情况、棚户区情况等进行动态监测,为规划管理和规划研究工作提供及时有效的数据支撑。     

基于单元速度泰勒展开的上限原理有限元法

极限分析上限法较极限平衡法有着严谨的理论基础和物理意义。借助于级数展开的思想,通过对速度在单元形心点处一阶泰勒展开,得到了以形心点速度和速度一阶导数为基本未知变量的上限有限元法,该方法丰富了上限有限元基本理论,且可更好地表达与刚体上限法之间的联系。在形成新的上限法的同时,放松单元内任一点均需严格满足上限性质的要求,采用等面积多边形的形式代替外切多边形来逼近摩尔-库仑屈服圆。算例表明:该方法可稳定收敛到真实解,具有和传统Sloan法相同的收敛度;采用等面积多边形逼近形式时,较少的多边形边数即可取得较好的收敛效果,收敛速度大大提高。     

A public Cloud-based China’s Landslide Inventory Database (CsLID): development,zone, and spatiotemporal analysis for significant historical events, 1949-2011

Landslide inventory plays an important role in recording landslide events and showing their temporal-spatial distribution. This paper describes the development, visualization, and analysis of a China's Landslide Inventory Database (CsLID) by utilizing Google’s public cloud computing platform. Firstly, CsLID (Landslide Inventory Database) compiles a total of 1221 historical landslide events spanning the years 1949-2011 from relevant data sources. Secondly, the CsLID is further broken down into six zones for characterizing landslide cause-effect, spatiotemporal distribution, fatalities, and socioeconomic impacts based on the geological environment and terrain. The results show that among all the six zones, zone V, located in Qinba and Southwest Mountainous Area is the most active landslide hotspot with the highest landslide hazard in China. Additionally, the Google public cloud computing platform enables the CsLID to be easily accessible, visually interactive, and with the capability of allowing new data input to dynamically augment the database. This work developed a cyber-landslide inventory and used it to analyze the landslide temporal-spatial distribution in China.     

国际上的政治地理学研究进展与启示————对《Political Geography》杂志2005-2015年载文的分析

通过对国际上的政治地理学旗舰性杂志《Political Geography》2005-2015年期间391篇成果的分析,总结出国际政治地理学研究的主要研究议题为:边境与边界,环境政治,空间与尺度,领土和主权以及安全问题,选举地理,社会和文化政治,其中空间与尺度,领土和主权以及安全问题,社会和文化政治几个方向研究成果占较大比例,而其他三个方向则相对较少.通过研究方法分析发现,国际政治地理学主要采用定性分析的方法,尤其是民族志和文本分析的方法,定量分析的使用存在一定的局限性.最后,从该杂志的研究对象和研究机构两个方面的分析归纳出:欧美主导的发达国家(尤其是英国和美国)对世界政治地理学话题的学术霸权与世界南,北差异发展具有一定的相关性.在中国综合国力日渐增强,参与国际事务能力不断提高以及作为新兴的地缘政治力量崛起的社会历史背景下,政治地理学经世致用之能亟待被展现.因此,中国政治地理学发展作为发展中国家的声音势必将越来越洪亮.     

Development of three multiplex PCR primer sets for ark shell (<Emphasis Type="Italic">Scapharca broughtonii</Emphasis>) and their validation in parentage assignment

Scapharca broughtonii is a commercially important and over-exploited species. In order to investigate its genetic diversity and population structure, 43 novel polymorphic microsatellites were isolated and characterized. The number of alleles per locus ranged from 3 to 22 with an average of 6.93, and the observed and expected heterozygosities varied between 0.233 and 1.000, and 0.250 and 0.953, with an average of 0.614 and 0.707, respectively. Three highly informative multiplex PCRs were developed from nine of those microsatellites for S. broughtonii. We evaluated and validated these multiplex PCRs in 8 full-sib families. The average polymorphism information content (PIC) was 0.539. The frequency of null alleles was estimated as 3.13% of all the alleles segregation based on a within-family analysis of Mendelian segregation patterns. Parentage analysis of real offspring demonstrated that 100% of all offspring were unambiguously allocated to a pair of parents based on 3 multiplex sets. Those 43 microsatellite loci with high variability will be helpful for the analysis of population genetics and conservation of wild stock of S. broughtonii. The 3 sets of multiplex PCRs could be an important tool of pedigree reconstruction, population genetic analysis and brood stock management.     

Long-term variations in macrobenthic community diversity (species number) in the Chokchon macrotidal flat,Incheon, Korea

We performed a time-series analysis of environmental variables and biological parameters to understand temporal variations in the macrobenthic community in the Chokchon macrotidal flats, Incheon, Korea. Bimonthly sampling of macrobenthos and sediments was conducted from May 1989 through November 2001. A decomposition method composed of seasonality, trends and cyclical variation was employed in this study. We focused on trends of the selected variables and assumed that those with positive or negative trends caused changes in biological parameters. Most variables showed strong seasonality (≥ 95% of the total variance). Significant positive trends (p < 0.0001) were observed in sea water temperature and sediment ignition loss. Macrobenthic biomass and species number also showed significant positive trends (p < 0.0001). Biomass indicated that the study area underwent eutrophication since the mid 1990s. A notable increase in species number occurred throughout the study period. The flattened temperature trend after 1994 and intensified eutrophication after the mid 1990s indicated that the species increase in the former period was in response to increasing temperature, while that in the latter period was caused by eutrophication. Although our study suggested an increasing trend in diversity, it is important to check for unexpected changes and establish monitoring programs to provide early warnings, especially in lower latitudes.     

Ultimate Bending Capacity of Strain Hardening Steel Pipes

Based on Hencky’s total strain theory of plasticity, ultimate bending capacity of steel pipes can be determined analytically assuming an elastic-linear strain hardening material, the simplified analytical solution is proposed as well. Good agreement is observed when ultimate bending capacities obtained from analytical solutions are compared with experimental results from full-size tests of steel pipes. Parametric study conducted as part of this paper indicates that the strain hardening effect has significant influence on the ultimate bending capacity of steel pipes. It is shown that pipe considering strain hardening yields higher bending capacity than that of pipe assumed as elastic-perfectly plastic material. Thus, the ignorance of strain hardening effect, as commonly assumed in current codes, may underestimate the ultimate bending capacity of steel pipes. The solutions proposed in this paper are applicable in the design of offshore/onshore steel pipes, supports of offshore platforms and other tubular structural steel members.