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151.
城市经济网络的研究借鉴了复杂性理论的分析方法,能更细致地刻画城市网络的空间格局。现有的大量研究仍沿袭城市体系空间结构的思路,注重城市的竞争和位序关系以及城市网络的中心性,未能充分体现城市经济网络和城市体系空间格局的差异。本文通过对基本文献的梳理,从复杂性理论的视角将城市经济网络研究的发展历程分为3个阶段:20世纪40年代前的基础理论构建阶段;50-90年代的发展创新突破阶段以及21世纪以来的多元繁荣发展阶段。目前,城市经济网络研究的热点领域包括城市经济的拓扑结构和空间拟合、全球城市联系的范围测算和质量评价;城市经济网络结构的动力学影响以及城市经济网络的安全管控和功能优化。未来要关注大数据时代的数据整合和挖掘,构建城市经济网络的整体研究框架。 相似文献
152.
《Geoforum》2015
This paper examines the importance of national-level institutional arrangements for promoting the EU’s Protected Geographic Indication scheme (PGI). Taking the example of Ireland, for which PGI designations remain comparatively low, it explores whether the approach to providing institutional supports to the PGI scheme is influenced by top-down technocratic governance structures that pertain to food safety and quality certification that encompass the broader operating environment for food production in Ireland. Although the regulation of food safety and quality certification are distinct remits to the administration of the PGI scheme, in the Irish context the same institutional bodies are involved in governance of both. Using a discourse analysis interpretative framework, this paper draws on interviews with Irish producer group members and institutional representatives to examine how governance of the PGI scheme reflects management perspectives and practices more in keeping with a regulatory environment for food safety and quality than with development of place-based food product links. It suggests that incentives to avail of the PGI scheme as a means of realising value-added for producers are not well established because they require the development of more subjective, context-dependent processes and practices linked to geographical place and place identity. These are not easily accommodated under current institutional arrangements that also incorporate food safety and quality remits because these are in turn strongly established through nationally and internationally recognised systems of regulation and benchmarking. The findings point to the benefits to be gained from a more layered governance structure for PGI; devolving operation of the scheme to relevant regional and local development organisations that possess the expertise and relevant local knowledge to (a) incentivise the formation of producer groups, and (b) prioritise mentoring and support for PGI concept development as a clearer reflection of bottom-up rural sustainability policy. 相似文献
153.
为保障城市地下空间开发利用的安全性,促进城市可持续发展,通过文献调研、现场调查和专家咨询等方法,分析提出城市地下空间监测的五项原则,将监测对象划分为三类:工程结构本体、周围岩土体以及周边环境。将监测指标归纳为变形类、力学类、振动类和宏观状态类共四类,其中变形类指标执行双控要求,其他三种指标执行单控要求。监测趋势预测分析可采用公式法、回归分析法、时间序列分析法、灰色预测法、神经网络法和支持向量机法等。全国各地监测控制值基本一致,但预警分级标准存在地区差异,其中北京市和广州市分级预警具有较大参考价值。目前城市地下空间安全监测存在七项不足:预警分级标准不完善,人工监测效率低,监测参数单一,监测信息缺少共享协同,测量精度较低,重监测轻预测以及缺乏数据融合和机器学习应用。针对这些问题,可采取七项措施进行改进:建立合理预警分级标准,发展自动化与智能化监测,多参数综合监测,应用远程监测与云平台,开发高精度测量设备,监测和预测并重,以及数据融合与机器学习应用。 相似文献
154.
The E24 profile slope analyzed belongs to a series of excavated slopes of the Haizhou Opencast Coal Mine. It seems to be divided into Downslope Part and Upslope Part. Its profile comprises two noticeable coal seams, called the 8# and 9# weak layers, considered as the potential failure surfaces. In consideration of the actual configuration as in the perspective of any modification, assessing the stability of this slope with various profile forms under given conditions, and assessing the risk of instability and quantifying the influence of earthworks or other modifications to the stability of this slope, have constituted the primordial objectives carried out. From assumed potential failure surfaces, any specific profiles and specified slip surfaces are defined. A factor of safety (FoS) is computed for each specified slip surface; the smallest FoS found corresponds to the least favorable slip surface. The safety factor values obtained are compared to the suggested safety factor. Limit equilibrium methods of vertical slices implemented in Slope/W, computer program for slope stability analyses, have been adopted to perform the E24 slope stability analysis. The safety factor values computed with 9# weak layer are lower than for 8#; the factors of safety obtained with Sarma's method are the smallest; more, without groundwater (long term) overall values are greater than those determined under groundwater condition (short term). The lowest safety factor value is found for a profile depending on an adopted earthwork sequence. The E24 profile slope stability analysis shows the instability risk for the deepest weak layer, and also shows the short and long term stability of this slope for the envisaged earth movements. However it demonstrates the existence of instability risk for any earthwork firstly affecting the downslope part. 相似文献
155.
Optimum design of nailed soil slopes 总被引:12,自引:0,他引:12
In this paper, a generalized method of computer based optimum design of soil-nailed slopes is reported. A limit equilibrium formulation satisfying overall and internal equilibrium and considering the effect of tensile resistance of the reinforcement has been used in computing the stability of nailed slopes. The quantity of steel requirement for raising the factor of safety to a desired value is estimated. The location, size (length and diameter) and orientation of the nails and the location and shape of the critical shear surface have been treated as variables. The solutions have been isolated by formulating the problem as one of non-linear programming. The applicability of the developed method has been verified by comparing the predicted failure surfaces with those observed in model tests as well as in the field and also reported theoretical results. 相似文献
156.
157.
158.
Analysis of Wedge Stability Using Different Methods 总被引:1,自引:0,他引:1
Summary The stability problem of a rock slope containing a wedge resting on two intersecting discontinuities is of great interest in rock slope engineering. It is a statistically indeterminate problem with two extra unknowns according to the force (stress) equilibrium analysis. The widely used limit equilibrium methods in practice assume that the directions of the shear forces acting on the two discontinuities are parallel to their line of intersection. The validity of this assumption, however, has not been verified theoretically. This paper presents a general limit equilibrium method that determines the directions of the shear forces by using Pans Maximum principle and an upper bound method that applies the classic upper bound theorem of limit analysis to avoid making extra assumptions. The formulations of the two methods are derived. A non-symmetric wedge and a symmetric wedge are analyzed using the two derived methods. To further explore the influence on stability due to the direction of the shear force acting on the two discontinuities, three-dimensional finite-element analyses are also conducted. The results are compared and discussed. 相似文献
159.
160.