《地图学》多元教学方法改革与实践

针对测绘工程专业传统的《地图学》课程教学中存在的只注重理论教学、教材内容陈旧、缺乏贴近学生实际和当前测绘科技发展的问题,该文提出《地图学》的多元教学方法,即将教书育人理念融入课堂教学、现代教学手段融入传统课堂及书本理论教学融入实践体验的教学方法。     

创新型摄影测量教学实验系统的设计

为了在测绘学科教学实践中提高学生的理论水平和分析解决问题的能力,该文以摄影测量的生产流程为主线,研究实现从航空数据获取、像控点测量、空中三角测量、"4D"数据产品生成、三维建模与仿真到GIS属性入库的全过程模拟,旨在解决摄影测量课程教学过程中所面临的抽象、枯燥、高成本、高风险的问题;并以摄影测量实验系统采集的数据为基础,增加了控制测量、GIS入库、三维GIS等实验内容,以期为测绘学科的教学发展以及学生的实践能力提高作出贡献。     

A hybrid approach to modeling territorial control in violent armed conflicts

Territorial control is central to the understanding of violent armed conflicts, yet reliable and valid measures of this concept do not exist. We argue that geospatial analysis provides an important perspective to measure the concept. In particular, measuring territorial control can be seen as an application of calculating service areas around points of control. The modeling challenge is acute for areas with limited road infrastructure, where no complete network is available to perform the analysis, and movements largely occur off road. We present a new geospatial approach that applies network analysis on a hybrid transportation network with both actual road data and hexagon‐fishnet‐based artificial road data representing on‐road and off‐road movements, respectively. Movement speed or restriction can be readily adjusted using various input data. Simulating off‐road movement with hexagon‐fishnet‐based artificial road data has a number of advantages including scalability to small or large study areas and flexibility to allow all‐directional travel. We apply this method to measuring territorial control of armed groups in Sub‐Saharan Africa where inferior transport infrastructure is the norm. Based on the Uppsala Conflict Data Program's (UCDP) Georeferenced Event Data (GED) as well as spatial data on terrain, population locations, and limited transportation networks, we enhance the delineation of the specific areas directly controlled by each warring party during civil wars within a given travel time.     

Modeling the risk of spread and establishment for Asian longhorned beetle (Anoplophora glabripennis) in Massachusetts from 2008-2009

Land managers responsible for invasive species removal in the USA require tools to prevent the Asian longhorned beetle (Anoplophora glabripennis) (ALB) from decimating the maple-dominant hardwood forests of Massachusetts and New England. Species distribution models (SDMs) and spread models have been applied individually to predict the invasion distribution and rate of spread, but the combination of both models can increase the accuracy of predictions of species spread over time when habitat suitability is heterogeneous across landscapes. First, a SDM was fit to 2008 ALB presence-only locations. Then, a stratified spread model was generated to measure the probability of spread due to natural and human causes. Finally, the SDM and spread models were combined to evaluate the risk of ALB spread in Central Massachusetts in 2008–2009. The SDM predicted many urban locations in Central Massachusetts as having suitable environments for species establishment. The combined model shows the greatest risk of spread and establishment in suitable locations immediately surrounding the epicentre of the ALB outbreak in Northern Worcester with lower risk areas in suitable locations only accessible through long-range dispersal from access to human transportation networks. The risk map achieved an accuracy of 67% using 2009 ALB locations for model validation. This model framework can effectively provide risk managers with valuable information concerning the timing and spatial extent of spread/establishment risk of ALB and potential strategies needed for effective future risk management efforts.     

国际油气井钻头进展概述（二）——FuseTek融合钻头与Pexus组合钻头

NOV公司2013年向市场推出FuseTek融合钻头。它将PDC钻头的高钻速与孕镶金刚石钻头的耐磨性结合于一体,适宜于钻进中硬—坚硬、高研磨性地层。FuseTek钻头已广泛应用于刚果、厄瓜多尔、中国、哥伦比亚等国家。应用表明,该新型组合钻头比PDC钻头或牙轮钻头钻进效率提高许多,工作寿命增加1～3倍或更多。Shear Bits公司于2014年推出Pexus组合钻头。该钻头广泛应用于加拿大冰川冰碛物钻进。地层上部硬卵砾石层利用可转动硬质合金齿钻进,下部软砂岩与页岩则运用PDC碎岩。整个冰碛物地层用一个Pexus钻头一钻到底。所述3类组合式钻头（含Kymera钻头）对于未来实现“一个钻头,一口井”的目标有重要意义。     

Geotechnical Hybrid Simulation to Investigate the Effects of the Hydraulic Conductivity on One-Dimensional Consolidation Settlement

Difficulties in the prediction of time-distribution of consolidation settlement will be introduced by using the Murayama test embankment case of Japan. In particular, it will be discussed why the prediction of consolidation rate is difficult in multi-layered soil with complex and variable mechanical properties like organic soil or peat. It can be inferred that uncertainties, which are embedded intricately in the consolidation problem as well as given ground condition, would be major causes for consolidation settlement. After that, the author focused on the movement of pore water under the various conditions of hydraulic conductivity in the soils, and how it can affect the time-distribution of the consolidation settlement. For the applied key methodology on the consolidation settlement problem, we propose the hybrid consolidation simulation controlling the movement of pore water with high accuracy and, finally, the aim of this article is to discuss the methodological approaches obtained by the study, including the basic concept and accurate movement of pore water under various conditions of soil layers and hydraulic conductivity.     

哈萨克斯坦科扎萨伊油田优快钻井技术

哈萨克斯坦科扎萨伊油田钻井地质环境复杂,储层位于盐下,钻遇的地层层系多,地层性质差异大,具多套压力系统。钻井过程中发生地层漏失、坍塌、掉块及盐膏层蠕变等复杂情况,严重影响了钻井时效和钻井安全。针对这些技术难题,开展了油田井身结构、井身质量、提速潜力、高效钻头等分析与优化,提出了预弯曲钻具高倾角地层井斜控制技术、混合钻头减震提速技术,以及PDC-孕镶块复合钻头高研磨性地层提速技术。现场应用取得了较好的效果,平均机械钻速提高50%以上,钻井周期缩短28%。     

钢框架-钢筋混凝土剪力墙结构的地震能量反应分析

以17个钢框架-钢筋混凝土剪力墙混合结构为样本,选取结构自振周期T和结构刚度特征值λ作为分析参数,分析它们在不同类型地震动下的地震能量反应。研究表明,混合结构体系在地震作用下总输入能的大小主要与结构的自振周期以及地震动类型有关,剪力墙与钢框架之间的刚度关系对总输入能影响不大;总输入能等效速度谱的形态受地震动类型的影响很大,同一地震动作用下,幅值与等效速度谱值之间基本能够维持线性增长的关系,但随着结构塑性发展的加剧,这种线性增长关系的离散度会变大;在结构自振周期不变化的前提下,结构的滞回耗能比以及底部剪力墙承担滞回耗能的比例都会随结构刚度比的增大而减小。     

混合被动控制优化设计及性能研究

本文将调谐液体阻尼器(TLD)和黏弹性阻尼器(VED)同时作用于结构,构成混合被动控制系统。通过对两类阻尼器分别进行优化设计并考虑两者间的相互影响,在充分发挥两者各自优良控制性能的同时,克服了VED大量使用导致控制系统整体造价过高的问题。算例分析表明,混合控制可以得到令人满意的整体减震效果,同时大大节约了VED用量,提高了控制系统的综合经济性能。     

高层隔震建筑设计中隔震支座受拉问题分析

高层建筑由于高宽比相对较大,倾覆效应明显,当采用隔震技术时,有可能使隔震支座出现拉应力,而通常使用的叠层橡胶隔震支座抗拉能力不强。因此,隔震支座受拉问题成为隔震技术在高层建筑中推广应用的主要障碍之一。本文提出了避免隔震支座受拉的上部结构布置原则及隔震层优化设计方法,并对目前隔震支座拉应力计算方法提出了改进建议。本文的研究工作可为工程设计提供借鉴,为隔震设计相关规范的修订提供依据。