波动有限元方程显式逐步积分格式稳定性分析

对常用的波动有限元方程的两种显式格式的稳定性进行了分析,利用单元的最大频率乃是系统的特征频率的上界的概念结合模态分析方法,给出了便于实际应用的稳定性必要条件。同时,利用Von Neumann方法给出了这两种格式稳定性的充分条件,并通过算例对这两种稳定性条件进行验证。     

高职工程测量技术专业\"工程实践不断线\"人才培养模式的创新与实践

通过专业人才需求和生源调研,结合多年来教学改革实践,构建了\"工程实践不断线\"人才培养模式。实践表明,该模式能够与测绘专业和北京市测绘行业特点很好地结合起来,大大调动了学生学习和企业参与人才培养的积极性,促进了人才培养和就业质量的提高。     

Variations of b‐values at the western edge of the Ryukyu Subduction Zone,north‐east Taiwan

Using earthquakes relocated in north‐east Taiwan, we estimated b‐value distribution along a cross‐section located near the Ryukyu slab edge, and four b‐value anomalous areas are evidenced: (1) a high b‐value body lying on top of a low Vp, low Vs and high Vp/Vs sausage‐like body was considered as a region of enhanced partial melt or water supply above which seismicity occurs; (2) beneath the Ilan Plain, an anomalous area characterized by b‐values slightly higher than 1.1 might give evidence to the magma conduits to the Kueishantao Island; (3) above the Ryukyu Wadati‐Benioff zone, at depths ranging from 90 to 110 km, a high b‐value anomaly might correspond to the depth where dehydration occurs in the subducting oceanic plate; and (4) a low b‐value area located within the Ryukyu slab, at depths ranging from 70 to 90 km, might be linked to the compressive mechanisms shown by focal mechanisms and the bending of the subducting plate.     

基于ArcGIS的大比例尺矢量电子地图制图研究

以基于ArcGIS的电子地图制图为研究对象,探讨了电子地图制图的技术流程和方法,详细阐述了使用Maplex引擎对标注进行处理的相关方法,从而创建高质量的动态标注,优化地图标注的数量和质量,为地理信息公共服务平台在线地图展示、浏览和标注提供了数据资源。     

LAS格式解析及其扩展域的应用

激光雷达是近年来兴起的一种快速获取地物目标三维信息的主动遥感技术。其采集的离散激光点具有数据量大,信息丰富等特点。目前常用的LIDAR数据存储格式,在存储LIDAR数据时存在种种不足,且数据交换和共享困难。LAS格式是ASPRS制定的标准LIDAR数据交换格式,能较好地解决多属性离散激光点数据的存储问题,具有结构严谨,便于扩展等优点。本文在对LAS格式进行解析的基础上,针对LAS变长记录的扩展域,介绍了一些实际的应用。     

生态移民国外研究进展

随着环境变化对人类生产生活影响程度的逐渐加深,越来越多的学者投身于对生态难民及其相关领域的研究。本文对生态移民的定义与分类、生态移民的产生原因、生态移民的相关预测与评估、环境变化与移民之间的关联等方面进行了重点综述,并对环境难民的进～步应用进行了展望。提出要扩大生态移民的研究区域、转移生态移民的预测重点、加深关于生态移民影响效益的评估研究、探索更综合严谨的生态移民研究方法以及建立一套适合于生态移民的应对指导体系和可持续发展体系。     

新疆伊犁盆地侏罗纪煤岩特征及煤相

应用煤岩学方法,探讨了新疆伊犁盆地侏罗纪煤的煤岩特征及煤相划分,将煤相划分为９种类型即干燥森林沼泽相,潮湿森林沼泽相,草木混生型沼泽相或芦苇沼炭沼泽相。通过煤相分析,为伊犁盆地成煤环境的研究提供了佐证。     

AN IMPROVED LAND-SURFACE PROCESS MODEL AND ITS SIMULATION EXPERIMENT——PART I:LAND-SURFACE PROCESS MODEL AND ITS“OFF-LINE”TESTS AND PERFORMANCE ANALYSES

Based on the existing land-surface schemes and models,an improved Land-surface ProcessModel(LPM-ZD)has been developed.It has the following major characteristics:(1)Thecombination of physical equations and empirical analytical formulae are used to construct thegoverning equations of soil temperature and moisture.Higher resolution of model level andphysical equations are adopted for the upper soil layers,and for the lower soil layers,lowerresolution of model level is adopted and empirical analytical formulae are used.(2)In land surfacehydrological process,the sub-grid distribution of rainfall and its effects are taken into account.(3)A simple snow cover submodel has been used,which includes effects of snow cover on soilthermodynamics and hydrology,as well as albedo.By use of this model and three groups of point observation data,a series of“off-line”testshave been carried out.The simulation results indicate that land-surface process model has goodperformance and can well simulate diurnal and seasonal variation of land surface processes for manykinds of land surface covers(forest,grass,crops and desert)in different climate zone.The resultssimulated by the model are consistent with the observations.Later,by use of one group ofobservation data and the model,a series of sensitivity experiments have been done.It is shownthat the model is much sensitive to some parameters,such as initial soil moisture,vegetationphysical parameters as well as the proportion of the grid covered with rain.Therefore it is muchimportant for land-surface process model to define these parameters as accurately as possible.     

混凝土徐变对抗滑桩结构的影响分析

混凝土徐变作用能够增大桩身弯曲变形,占用设计冗余。增大受拉侧混凝土裂缝宽度,降低结构耐久性。由于抗滑桩嵌固段属于隐蔽工程,无法及时发现此类问题,故将会对防治工程造成安全隐患。本文采用在抗滑桩埋设应变计,定期监测桩身应变数值的方法,研究了悬臂式抗滑桩在成桩后至一定时期内的实际受力变形情况。特别是对工程运行初期混凝土徐变作用下的桩身变形情况,进行了分析与总结,最后提出了抗滑桩设计时注意事项。