大都市创意空间识别研究——基于上海市创意企业分析视角   总被引：3，自引：1，他引：2  

马仁锋 《地理科学进展》2012,31(8):1013-1023

大都市创意产业发展既重构了大都市经济空间与文化社会空间, 又促成了大都市功能提升与结构优化。内城新经济研究认为大都市创意产业发展, 既孕育了创意空间, 又对其有高度依赖, 但是对于创意空间的内涵与认知却众说纷纭。中国发达地区创意空间是否存在, 其发育程度如何, 这正是本文的研究初衷。本文以上海大都市创意企业空间分布为研究对象, 基于创意空间的现实形态结合地统计方法及城市空间结构, 构建了由全局与局部Moran 指数初次判别-回归分析检验与甄别构成的创意空间识别方法。利用上海市第一次与第二次经济普查的企业数据进行分析, 结果表明:①基于GeoDA空间相关性的回归分析与综合判定方法是行之有效的;②2004 年与2008 年上海市各区创意企业在空间关联性上呈正相关, 且表现出集群式空间集聚;③上海创意企业高度集聚于中心城区, 并形成以静安、卢湾为中心的创意空间, 这表明创意空间具有显著的趋大都市中心特性, 但又偏离上海大都市中央商务区, 且有别于国外大都市“多中心”格局, 反映了中国大都市空间结构演变的自身特征。  相似文献   

Spatial analysis of morphometric indices: the case of Bolu pull-apart basin,western section of North Anatolian Fault System,Turkey     

Gülcan Sarp  Şebnem Düzgün 《Geodinamica Acta》2013,26(1-2):86-95

Advances in quality, acquisition and processing of high-resolution digital topography over the past decade have enabled geomorphologists to interpret topography in terms of tectonic processes in a quantitative and more objective way. This study defines the tectonic impact of the North Anatolian fault system (NAFS) on the evaluation and activity of the Bolu pull-apart basin using morphometric indices based on topographic maps. In this study, three different indices including valley floor width to height ratio (Vf), asymmetry factor (Af), and Stream Length Gradient Index (SL) are applied to the tectonic basin area. To detect the deviation from spatial randomness of applied indices, the weighted correlation coefficient Moran’s I is used, and results are interpreted at 99% confidence interval. According to the results, the tectonic impact of NAFS on the northern and western sides of the basin distinctly differs from one another. Clustered distribution of Vf and Af values on the southern side of the basin margin reveals that this side of the basin margin is tectonically more deformed compared with the northern side. The applied methodology reveals that the spatial analysis of the morphometric indices proved to be the effective tool in analyzing tectonic influence of the fault system on the opposite side of the basin margins.  相似文献   

山西流体观测井水位与气压相关性分析   总被引：2，自引：0，他引：2  

刘国俊  杨海祥  黄春玲  王向阳  张文男  李民  刘晓萍 《山西地震》2009,(2):7-10,30

分析了山西省流体观测井水位动态特征,利用高阶差分、回归分析方法计算了2008年山西省各观测井水位与气压相关系数,得到了气压系数的背景值,进而对气压干扰因素进行定量化的排除,并对各井的气压系数进行对比分析。结果表明,不同的观测井孔水位受气压影响程度不同,对于某一个观测井孔而言,气压系数及相关系数的变化是有一定规律的。  相似文献   

基于Moran统计量的空间自相关理论发展和方法改进   总被引：35，自引：2，他引：33  

陈彦光 《地理研究》2009,28(6):1449-1463

本文旨在发展基于Moran指数的空间自相关分析理论和方法。首先,利用线性代数知识对基于Moran统计量的空间自相关过程的数学表示进行规范化整理;其次,基于变换中的不变性思想给出Moran指数的理论解释;第三,对空间权重矩阵的数理性质、建设方法和应用范围提出新的见解。总结并发展了Moran指数的三种计算方法——三步求值法、矩阵标度法和回归分析法,将空间权重矩阵划分为四种基本类型——局域关联型、准局域关联型、准长程关联型和长程关联型。以河南省鹤壁市乡镇体系为实证对象,以本文改进的理论和方法为依据,提供了一个空间自相关分析的简明案例。  相似文献   

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张松林  张昆 《大地测量与地球动力学》2007,27(3):31-34

?о????????????????????????????Moran?????G???????????????????????Щ?д?????????????????м??????????????????????ó????G?????????Moran?????????  相似文献   

Application of the Dynamic Cone Penetrometer (DCP) for determination of the engineering parameters of sandy soils     

S.D. Mohammadi  M.R. Nikoudel  H. Rahimi  M. Khamehchiyan 《Engineering Geology》2008,101(3-4):195-203

Determination of the in situ engineering properties of foundation materials has always been a challenge for geotechnical engineers and, thus, several methods have been developed so far. Dynamic Cone Penetration (DCP) test is one of the most versatile amongst them. In the present research, a light weight simple DCP device was developed and used for evaluation of the engineering properties of sandy soils in laboratory conditions. The device consisted of an 8-kg hammer that drops over a height of 575 mm, and drives a 60° cone tip with 20 mm base diameter into the ground. To control the validation of the results, laboratory direct shear and plate load tests were used as reference tests. The soil sample was a poorly graded sandy soil (SP) taken from alluvial deposits of the Tehran plain. All DCP tests and PLTs were undertaken on compacted soil in a mould with 700 mm diameter and 700 mm height. Based on the results of the experiments, the relationships between Dynamic Penetration Index (DPI), relative density (D_r), modulus of elasticity (E), shear modulus (G), modulus of subgrade reaction (K_S), and the friction angle of the soil were obtained with a high coefficient of determination (> 90%). The repeatability of the test results was also evaluated by calculating the coefficient of variations (C_v), which was less than 30% for all tests.  相似文献   

Buckling of circular, annular plates of continuously variable thickness used as internal bulkheads in submersibles     

P.M. CiancioJ.A. Reyes 《Ocean Engineering》2003,30(11):1323-1333

This paper deals with the determination of the critical load in the buckling of isotropic, circular annular thin plates whose thickness varies slightly according to an exponential law.The outer edge of the plate is elastically restrained against rotation while the inner boundary is free. Classical small-deflection theory is used. An hidrostatic pressure acting in the middle plane is considered.The eigenvalues of the problem are obtained by means of an analytical approach based on the optimized Rayleigh-Ritz method. It is shοwnι that the results are in good agreement from an engineering viewpoint, with those available in the literature.  相似文献   

Effects of periodic saturation on K0 for a sandstone-mudstone particle mixture     

Zhenfeng Qiu  Junjie Wang  Yulong Chen  Yang Yang  Yongsuo Li 《Marine Georesources & Geotechnology》2020,38(7):867-875

Abstract

Sandstone-mudstone particle mixture (SMPM) is one of the main materials, which has been widely used for filling in and around reservoirs for water conservation projects. During the periodic rising and falling of the water level, the fill material for the embankments, dam, and other waterfront features will also undergo drainage-saturation cycles. The deformation and coefficient of lateral pressure at rest K₀ may be affected by periodic saturation. In this study, a device is modified for testing the K₀ for gravel-soil under periodic saturation. In order to investigate the effects of periodic saturation on K₀, a series of experiments were performed for SMPM under different vertical stress and saturation cycling. K₀^N values of SMPM containing 20% mudstone particles under periodic saturation were obtained. The results shows that the K₀^N initially increased, but eventually reached a stable value with the increasing number of periodic saturation cycles. The magnitude of the coefficient increment was also found to be related to the stress condition. K₀^N is a logarithmic function of the saturation cycling time. By calculating K₀^N with the proposed empirical formula, the deformation and stress distribution of the SMPM filler in waterfront engineering works can be calculated with greater precision.  相似文献   

柴达木盆地植被覆盖度的分析与模拟——空间自相关方法的运用(英文)   总被引：3，自引：0，他引：3  

朱文彬  贾绍凤  吕爱锋  严婷婷 《地理学报(英文版)》2012,22(2):346-358

Relationship between vegetation and environmental factors has always been a major topic in ecology, but it has also been an important way to reveal vegetation’s dynamic response to and feedback effects on climate change. For the special geographical location and climatic characteristics of the Qaidam Basin, with the support of traditional and remote sensing data, in this paper a vegetation coverage model was established. The quantitative prediction of vegetation coverage by five environmental factors was initially realized through multiple stepwise regression (MSR) models. However, there is significant multicollinearity among these five environmental factors, which reduces the performance of the MSR model. Then through the introduction of the Moran Index, an indicator that reflects the spatial auto-correlation of vegetation distribution, only two variables of average annual rainfall and local Moran Index were used in the final establishment of the vegetation coverage model. The results show that there is significant spatial autocorrelation in the distribution of vegetation. The role of spatial autocorrelation in the establishment of vegetation coverage model has not only improved the model fitting R2 from 0.608 to 0.656, but also removed the multicollinearity among independents.  相似文献   

A statistical analysis of exploration geochemical data for uranium   总被引：1，自引：0，他引：1  

D. D. Sarma  G. S. Koch Jr. 《Mathematical Geology》1980,12(2):99-114

This paper describes a statistical analysis of reconnaissance exploration geochemical data for uranium. Three sets of data were analyzed, as they related to: (a) Charlotte-Winston-Salem and (b) Charlotte two-degree NTMS quadrangles of the south-eastern U.S.A. The coefficient of variation for uranium in each of the three sets of data was less than unity and hence no transformation of the original variable was needed. These data were subjected to correlogram analysis. A first-order Markovian model of the type: Y₀ exp (-a |p|) was fit by the least-squares method to serial correlation coefficients of these data using the method proposed by Deming (1948). The model was tested by computing the variance-volume relationship for assumed individual blocks of unit length. The noise in the input (record) was eliminated by the application of an optimum bilateral exponential smoothing technique developed by Agterberg. A comparison of spectral density estimates obtained by a maximum entropy method employing Yule-Walker equations and the Burg algorithm was also made. The prediction error coefficients needed to determine the order of the autoregressive process and hence the spectral densities were determined in both cases for the three sets of data.On leave from National Geophysical Research Institute, Hyderabad-7, India.  相似文献