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991.
The extent of glacier terminus displacement is instrumental in investigations of natural or artificial geographic changes. Its importance to earth science and engineering is reflected in the considerable efforts that have been devoted to the development of several boundary displacement analysis methods. Among the methods, the buffering-based approach compares favorably with other approaches in objectivity and robustness. However, it does not consider the relative positions of boundaries, because its buffering operation cannot determine features' relative directions. This limitation incurs inaccurate calculation results – underestimation of mean shifts and overestimation of shape variations, especially when the two compared boundaries intersect. Discrete displacement analysis (DDA), an alternative method that considers given geographic objects as a set of a finite number of points, is proposed here. In a series of tests carried out, including Jakobshavn glacier's calving front, DDA was found to correctly calculate mean shift and shape variation even in cases where the conventional buffering-based method failed. Moreover, this approach is independent of the dimension of space in which it is implemented, and thus is expected to be utilized for analysis of 3D geographic object displacement.  相似文献   
992.
江苏县域经济要素关系及演化过程的分位数回归   总被引:1,自引:0,他引:1  
针对经典回归模型的“两难问题”,引入非参数的分位数回归构建了要素关系模型,并以江苏县域经济为案例分析.结果表明:1)相比OLS回归,分位数回归对县域经济总体模拟效果和刻画演化特征能力更优;2)根据变量关系结构,将县域经济发展驱动机制划分为产业结构占优型、一般均衡驱动型和高效均衡驱动型;3)苏锡常各县市受因子波动影响而使得驱动机制发生改变导致演化过程的分位点跃迁,表现出发展路径选择具有多样化的特点.  相似文献   
993.
江苏省通讯网络系统及远程终端的建立   总被引:1,自引:0,他引:1       下载免费PDF全文
  相似文献   
994.
紧凑型城市发展是相对于分散型城市发展较为经济的一种发展模式。为探索东北三省城市紧凑度现状及特征,首先,从土地利用紧凑性、经济紧凑性、人口紧凑性、基础设施紧凑性,环境协调等方面切入,建立紧凑度评价的指标体系,运用熵值法对东北三省地级及以上城市的紧凑度进行了评价,并从空间和数量统计角度,应用SPSS软件,归类分析了城市紧凑度的分布特征;其次,以计算得到的紧凑度指数为基础,借助GIS软件,运用空间全局/局部自相关分析方法对东北三省城市紧凑度分布的相关性进行了分析,并利用地理加权分析方法,对紧凑度与影响紧凑度分布的主要因子的关联性进行分析。研究结果表明,东北三省城市紧凑度呈现出较为突出的极化分布现象,不同主因子对紧凑度分布影响的差异性显著。  相似文献   
995.
Research on wind-induced responses of a large-scale membrane structure   总被引:1,自引:1,他引:0  
The wind-induced responses of a large-scale membrane structure, Expo Boulevard, are evaluated in this study. To obtain the wind pressure distribution on the roof surface, a wind tunnel test is performed. A brief analysis of wind pressure on the membrane roof is conducted first and then an analysis of the wind-induced responses of the structure is carried out using a numerical integral method in the time domain. In the process of calculation, the geometrical nonlinearity is taken into account. Results indicate that mean, RSM and peak values of the structure responses increase nonlinearly while the approaching flow velocity increases. Strong nonlinear characteristics are observed in the displacement responses, whereas the responses of nodal stress and cable axial force show minimal nonlinear properties when the membrane structure is subjected to wind loads. Different values of the damping ratio only have a minimal impact on the RSM response of the structure because the background component is a dominant part of the total dynamic response and the resonant component is too small. As the damping ratio increases from 0.02 to 0.05, the RMS responses of vertical displacement, nodal stress and cable axial force decrease by 8.1%, 6.7% and 17.9%, respectively. Since the mean component plays a significant role in the wind-induced response, the values of the gust response factor are not high for Expo Boulevard.  相似文献   
996.
In order to clarify the ultra low frequency (ULF) seismo-magnetic phenomena, a sensitive geomagnetic network has been installed in Kanto, Japan. In this study, we have analyzed geomagnetic data observed during the past decade in Izu and Boso Peninsulas. Energy of ULF geomagnetic signals at the frequency around 0.01 Hz has been investigated by wavelet transform analysis. To identify anomalous changes in ionospheric disturbances, the station Memabutsu has been chosen as a reference station. Case studies of magnitude 6 class earthquakes have demonstrated that there are unusual geomagnetic energy enhancements in the vertical component before the main shocks. Statistical studies by superposed epoch analysis have indicated that, before a sizeable earthquake, there are clearly higher probabilities of ULF anomalies than after the earthquake: statistical results of daily counts were found significant at about 3–4 weeks before, 1 week before, few days before, and 1 day after the event for Seikoshi station in Izu and around 2 weeks before, few days before, and 1 day after the event for Kiyosumi station in Boso, respectively.  相似文献   
997.
In this report, the capabilities of the adaptively shifted integration (ASI)‐Gauss code in the analysis of the seismic responses of framed structures are verified and validated by comparing the results with detailed numerical simulations performed by the parallel finite element analysis code, E‐Simulator, and with experimental results obtained by E‐Defense. The numerical results obtained by both codes showed good agreement with the experimental results obtained by E‐Defense. Furthermore, seismic waves with unnaturally large magnitudes are applied to a high‐rise building model to demonstrate the ability of the ASI‐Gauss code to analyze the collapse behaviors of building frames. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   
998.
Snow and frozen soil prevail in cold regions worldwide, and the integration of these processes is crucial in hydrological models. In this study, a combined model was developed by fully coupling a simultaneous heat and water model with a geomorphologically based distributed hydrological model. The combined model simulates vertical and lateral water transfer as well as vertical heat fluxes and is capable of representing the effects of frozen soil and snowmelt on hydrological processes in cold regions. This model was evaluated by using in situ observations in the Binggou watershed, an experimental watershed for cold region hydrology of the Watershed Allied Telemetry Experimental Research Project. Results showed that the model was able to predict soil freezing and thawing, unfrozen soil water content, and snow depth reasonably well. The simulated hydrograph was in good agreement with the in situ observation. The Nash–Sutcliffe coefficient of daily discharge was 0.744 for the entire simulation period, 0.472 from April to June, and 0.711 from June to November. This model can improve our understanding of hydrological processes in cold regions and assess the impacts of global warming on hydrological cycles and water resources. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   
999.
Cement content of carbonate in tight sandstone near section is much higher than that of the normal sandstones far away from the fault of well Xia503,in the Huimin sag in Linnan sub-depression.In order to understand the origin and its impact on fault sealing,analyses of the whole-rock minerals,casting thin sections,cathodoluminescence,isotope and physical properties are conducted on cores from well Xia503.It is found that 13C varies from 0.1‰to 0.6‰with the average value of 0.42‰,18O varies from 13.5‰to 12.3‰with the average of 13.1‰,and C–O isotope plotting points are distributed in the low to moderate temperature area of the hydrothermal dolomite.According to the occupied relationship,cathodoluminescence,and C–O isotope feature,the carbonate cementation could be divided into four stages:calcites,dolomite,ankerite,and ferrocalcite.It is discovered that the carbonate cementation is negatively related to reservoir physical property,with the porosity of 4.8%,permeability of 0.37 mD,and displacement pressure of 1.97 MPa in the tight sandstone,which have increased by almost one order of magnitude compared to the porosity of 14.3%,permeability of 3.73 mD,and displacement pressure of 0.27 MPa in the normal sandstone,which is far away from the fault.Regardless of the lithology of the counterpart wall of the fault,only the displacement pressure difference caused by carbonate cementation between the tight sandstone and the normal sandstone could seal 41 m high oil column.  相似文献   
1000.
本文采用统一观点,以地震下土体剪应变衰减为出发点,对土体弱化程度进行整体等级划分,采用简化理论模型,初步研究了土体不同弱化程度与地震动特征相对变化的关系。研究表明,土体的弱化程度可划分为低弱化、中等弱化、强弱化和流动破坏(液化)四个等级,土体低弱化和中等弱化状态下地表加速度的高频成分占优,而土体在强弱化和液化状态下地表加速度长周期成分显著占优;与未弱化相比,低弱化PGA变化很小,中等和强弱化的PGA增大,且强弱化下增大显著,而液化下PGA变化则不定;与未弱化相比,土层弱化下低频放大和高频滤波作用同时存在,但二者比例关系则依土体弱化程度和输入波而定;中等弱化下低频放大和高频滤波效应大略相同,强弱化低频放大作用大于高频滤波作用,而液化下对低频丰富输入波低频放大则十分显著;相对未弱化,土体弱化对高频滤波和低频放大比例关系的影响与对PGA放大效应的影响趋势一致。  相似文献   
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