An efficient domain decomposition framework for accurate representation of geodata in distributed hydrologic models     

Mukesh Kumar  Gopal Bhatt  Christopher J. Duffy 《International journal of geographical information science》2013,27(12):1569-1596

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基于虚拟土理念的中国耕地资源价值核算初探   总被引：2，自引：0，他引：2  

赵新新  金晓斌  周寅康 《地理与地理信息科学》2013,29(3)

在经济高速发展带来土地资源日趋紧张的形势下,深化对耕地资源价值的认识,有助于实现耕地资源空间布局优化和耕地市场化流转.该文在明确虚拟土内涵与类型划分的基础上,从经济、社会和生态价值属性出发,运用收益还原法、替代法等方法,以省级为单位,分别测算了中国产能虚拟土、资源虚拟土和生态虚拟土价值,通过SPSS聚类分析和GIS空间分析,从虚拟土角度分析我国耕地资源价值的空间分布差异.研究结果表明,产能虚拟土得分最高的广东省是得分最低的内蒙古自治区的8.94倍;资源虚拟土得分最高的上海市是得分最低的黑龙江省的96.10倍;生态虚拟土得分最高的上海市是得分最低的贵州省的9.25倍.在空间分布上,产能虚拟土与纬度气候带分布基本一致,资源虚拟土分布受经济影响较大,而生态虚拟土分布则受气候和经济因素共同作用.  相似文献   

华北时变重力场离散小波多尺度分解   总被引：3，自引：2，他引：1  

刘芳  祝意青  陈石 《中国地震》2013,29(1):124-131

利用华北地区地震重力监测网的绝对重力与相对重力多期重复观测资料,处理获取不同时空尺度的华北区域重力场动态变化图像.利用二维小波分解技术,将不同场源深度异常进行了分离,并对不同时空尺度的重力变化给出了解释,提高了对华北地区重力场变化趋势的认识水平.在此基础上,通过对小波细节的功率谱分析,可以获得各阶小波变换逼近及小波细节分析图所对应的场源深度.研究结果表明,不同时空尺度的重力场变化对于深入认识华北地区潜在地震危险性具有一定的科学意义.  相似文献   

罕遇地震作用下的框架-摇摆刚架结构体系动力可靠度研究     

刘迪  杜永峰  李慧  李春锋 《地震学刊》2013,(6):691-697

针对钢筋混凝土框架结构的受力特点,采用增设摇摆刚架的抗震设计方法,以提高罕遇地震下建筑结构的安全性。建立了框架一摇摆刚架结构体系的计算模型,结合状态空间法与虚拟激励法,求解结构的平稳随机响应,并根据计算所得随机响应对框架一摇摆刚架体系的动力可靠度进行分析。以西部地区某已建成的6层框架结构为算例,探讨了罕遇地震作用下不同刚度比的摇摆刚架对新结构体系动力可靠度的影响。结果表明,通过增设不同刚度比的摇摆刚架,可以有效协调结构体系的变形模式,充分发挥结构的耗能能力,降低整体结构的条件失效概率。  相似文献   

磁敏感加权成像临床应用和在血管瘤评估中的研究进展     

高盛  吴戈  曾庆玉 《CT理论与应用研究》2013,(4):749-757

磁敏感加权成像是一种近年发展的MRI新技术,在中枢神经系统疾病中的诊断及鉴别诊断中的重要作用已经得到了广大临床大夫的认可,具有很高的应用价值和拓展前景。SWI作为常规MRI检查的重要补充序列,采用3D梯度回波扫描,完全速度补偿,射频脉冲扰相等技术,具有三维、高分辨率、高信噪比的特点,可以更好地分析软组织血管瘤的结构成分,鉴别活动性出血、机化血栓、钙化及铁沉积等。而且SWI相位图能够清楚显示瘤体内部新生血管、瘤体周围静脉血管位置和形态改变,更有利于准确评估病变范围及程度,为血管瘤定位及定性诊断可以提供更多的影像信息,对于临床诊断及治疗方案的制定、预后评估都具有重要的应用价值。  相似文献   

Approximation approach to the SRM based on root decomposition in the simulation of spatially varying ground motions   总被引：2，自引：2，他引：0  

Wu Yongxin  Gao Yufeng  Li Dayong  Xu Changjie  Ali H Mahfouz 《地震工程与工程振动(英文版)》2013,12(3):363-372

The spectral representation method(SRM) is widely used to simulate spatially varying ground motions.This study focuses on the approximation approach to the SRM based on root decomposition,which can improve the efficiency of the simulation.The accuracy of the approximation approach may be affected by three factors: matrix for decomposition,distribution of frequency interpolation nodes and elements for interpolation.The influence of these factors on the accuracy of this approach is examined and the following conclusions are drawn.The SRM based on the root decomposition of the lagged coherency matrix exhibits greater accuracy than the SRM based on the root decomposition of the cross spectral matrix.The equal energy distribution of frequency interpolation nodes proposed in this study is more effective than the counter pith with an equal spacing.Elements for interpolation do not have much of an effect on the accuracy,so interpolation of the elements of the decomposed matrix is recommended because it is less complicated from a computational efficiency perspective.  相似文献   

Impact of lateral force-resisting system and design/construction practices on seismic performance and cost of tall buildings in Dubai, UAE     

Mohammad AlHamaydeh  Khaled Galal  Sherif Yehia 《地震工程与工程振动(英文版)》2013,12(3):385-397

The local design and construction practices in the United Arab Emirates(UAE),together with Dubai’s unique rate of development,warrant special attention to the selection of Lateral Force-Resisting Systems(LFRS).This research proposes four different feasible solutions for the selection of the LFRS for tall buildings and quantifies the impact of these selections on seismic performance and cost.The systems considered are: Steel Special Moment-Resisting Frame(SMRF),Concrete SMRF,Steel Dual System(SMRF with Special Steel Plates Shear Wall,SPSW),and Concrete Dual System(SMRF with Special Concrete Shear Wall,SCSW).The LFRS selection is driven by seismic setup as well as the adopted design and construction practices in Dubai.It is found that the concrete design alternatives are consistently less expensive than their steel counterparts.The steel dual system is expected to have the least damage based on its relatively lesser interstory drifts.However,this preferred performance comes at a higher initial construction cost.Conversely,the steel SMRF system is expected to have the most damage and associated repair cost due to its excessive flexibility.The two concrete alternatives are expected to have relatively moderate damage and repair costs in addition to their lesser initial construction cost.  相似文献   

Study of the seismic response of a recycled aggregate concrete frame structure     

Changqing Wang  Jianzhuang Xiao 《地震工程与工程振动(英文版)》2013,12(4):669-680

Based on six-degree-of-freedom three-dimensional shaking table tests, the seismic response of a recycled aggregate concrete （RAC） frame was obtained. The analysis results indicate that the maximum story shear force and overturning moment reduce proportionally along the height of the model under the same earthquake wave. The story shear force, base shear coefficient and overturning moment of the structure increase progressively as the acceleration amplitude increases. The base shear coefficient is primarily controlled by the peak ground acceleration （PGA）. The relationships between the PGA and the shear coefficient as well as between the PGA and the dynamic amplification factor are obtained by mathematical fitting. The dynamic amplification factor decreases rapidly at the elastic-plastic stage, but decreases slowly with the development of the elastic-plasticity stage. The results show that the RAC frame structure has reasonable deformability when compared with natural aggregate concrete frame structures. The maximum inter-story drift ratios of the RAC frame model under frequent and rare intensity 8 test phases are 1/266 and 1/29, respectively, which are larger than the allowable value of 1/500 and 1/50 according to Chinese seismic design requirements. Nevertheless, the RAC frame structure does not collapse under base excitations with PGAs from 0.066 g up to 1.170 g.  相似文献   

Condensed hyperelements method of non-vertical consistent boundaries for wave propagation analysis in irregular media     

S. Dorafshan  F. Behnamfar  A. Khamesipour  M. Motosaka 《地震工程与工程振动(英文版)》2013,12(4):547-559

The study of wave propagation in finite/infinite media has many applications in geotechnical and structural earthquake engineering and has been a focus of research for the past few decades. This paper presents an analysis of 2D anti- plane problems （Love waves） and 2D in-plane problems （Rayleigh waves） in the frequency domain in media consisting of a near-field irregular and a far-field regular part. The near field part may contain structures and its boundaries with the far-field can be of any shape. In this study, the irregular boundaries of the near-field are treated as consistent boundaries, extending the concept of Lysmer＇s vertical consistent boundaries. The presented technique is called the Condensed Hyperelements Method （CHM）. In this method, the irregular boundary is limited to a vertical boundary at each end that is a consistent boundary at the far-field side. Between the two ends, the medium is discretized with hyperelements. Using static condensation, the stiffness matrix of the far-field is derived for the nodes on the irregular boundary. Examples of the application of the CHM illustrate its excellent accuracy and efficiency.  相似文献   

喜马拉雅东构造结周边地区地壳磁异常分布特征研究   总被引：4，自引：1，他引：3       下载免费PDF全文

康国发  高国明  白春华  王天媛  王一咪  朱腾 《地球物理学报》2013,56(11):3877-3886

根据波茨坦地磁场模型(POMME6.2),研究喜马拉雅东构造结周围地区地壳磁异常的空间分布、磁异常随高度的衰减特征.利用二维小波变换方法对地表磁异常进行分解,分析小波细节组合和逼近信号的异常特点.讨论磁异常与地质构造的联系.结果表明,研究区内地壳磁异常分布相当不均匀.喜马拉雅—东构造结—龙门山—大巴山地区分布着较强的负磁异常;四川盆地为正磁异常,其他地区磁异常较弱.东构造结对周围地区磁异常有重要影响,它及其周围地区的地壳磁异常都是在负磁或弱磁异常背景上,叠加着中短波长的正负磁异常.这些中小尺度磁异常由中、上层地壳磁性物质产生,走向与地质构造基本一致.沿金沙江、红河断裂带分布着清晰的弱磁异常带.龙门山断裂带、丽江—小金河断裂带和红河断裂带是磁异常强弱过渡带.青蒇高原中部东西向的磁异常,在东构造结弧顶地区呈弧形分布.青藏高原中部和滇中地块带状、团状磁异常具有相同的衰减规律.  相似文献