云南省怒江傈僳族自治州居住地景观审美感知研究     

樊杰  胡望舒  陈东  孙威 《资源与生态学报(英文版)》2013,4(2):157-164

本地居民对居住地景观的审美感知水平对于区域大尺度景观的保护与持续利用具有重要影响,这在相对欠发达但具有较高审美价值景观资源的地区意义更为重大。本文以云南省怒江傈僳族自治州为例,基于620份针对当地居民的调查问卷与现场调研,通过构建Logistic回归模型,分析了怒江州本地居民对居住地景观的审美感知状况及相关影响因素。结果表明,怒江州本地居民对于居住地景观的审美感知水平较高,有75．81％的受访者认为居住地周边景观是美的。对这一审美感知具有影响的因素共有8项,在直接影响因素中,是否在保护区内、行政村周边高程标准差具有正向影响;行政村到最近县城距离、是否认为近年生态环境恶化、是否认为旅游开发存在不好的影响、是否希望进入城市生活具有负向影响。在间接影响因素中,包括住房类型和家中是否有电视都具有正向影响。本文据此尝试提出提高怒江州居民对居住地景观审美感知水平、促进当地景观保护与持续利用的相关政策建议。  相似文献   

一类含脉冲的随机区间细胞神经网络模型的周期解和稳定性     

张伟伟  王林山 《中国海洋大学学报(自然科学版)》2012,(10):116-119

讨论了一类含脉冲的S-分布时滞随机区间细胞神经网络的周期解和指数稳定性问题。利用随机分析的知识、不等式技巧和Poincaré压缩映像理论,研究了系统周期解的存在性和稳定性,得到了S-分布时滞随机细胞神经网络周期解的存在性和全局p阶指数稳定性的新代数判据,同时对周期解的指数收敛率进行了估计,最后通过例子说明了结果的实用性和有效性。  相似文献   

Seismic capacity of retrofitted beam–column connections in high‐rise steel frames when subjected to long‐period ground motions     

Yu‐Lin Chung  Takuya Nagae  Tomohiro Matsumiya  Masayoshi Nakashima 《地震工程与结构动力学》2012,41(4):735-753

The seismic capacity of beam‐to‐column connections in steel high‐rise frames is a matter of concern, particularly when they are subjected to long‐period ground motions. A previous full‐scale shaking table test conducted at the E‐Defense National Research Institute for Earth Science and Disaster Prevention in Japan disclosed cracks and fractures in such beam‐to‐column connections. This paper examines the effects of three types of beam‐to‐column connection retrofit: supplemental welds, wing plates, and a haunch. Quasi‐static member tests and a series of shaking table tests applied to a full‐scale specimen are conducted to quantify the respective performances of the retrofit schemes. The performance of a total of 28 connections tested by the member and shaking table tests is evaluated together with that of an additional 12 unretrofitted connections tested in the previous test. When the supplemental welds are applied only to the shear tab to the web, the connection fractures at the same instant as the connection without retrofit. The corresponding cumulative plastic rotation is not improved. When the supplement welds are further applied to the web‐to‐column connection, strain concentration at the bottom flange, primarily promoted by the presence of the RC floor slab, is significantly reduced, and the cumulative plastic rotation capacity is increased to eight times that of the connection without retrofit. For the wing plate connection and haunch connection, the critical section is moved from the beam end to the beam cross‐section corresponding to the tip of the wing plates or haunch, resulting in an improvement of ductility by eight times that of the unretrofitted connection. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Effects of near‐fault ground motions on the nonlinear dynamic response of base‐isolated r.c. framed buildings     

Fabio Mazza  Alfonso Vulcano 《地震工程与结构动力学》2012,41(2):211-232

Near‐fault ground motions are characterized by long‐period horizontal pulses and high values of the ratio between the peak value of the vertical acceleration, PGA_V, and the analogous value of the horizontal acceleration, PGA_H, which can become critical for base‐isolated (BI) structures. The objective of the present work is to check the effectiveness of the base isolation of framed buildings when using High‐Damping‐Rubber Bearings (HDRBs), taking into consideration the combined effects of the horizontal and vertical components of near‐fault ground motions. To this end, a numerical investigation is carried out with reference to BI reinforced concrete buildings designed according to the European seismic code (Eurocode 8). The design of the test structures is carried out in a high‐risk region considering (besides the gravity loads) the horizontal seismic loads acting alone or in combination with the vertical ones and assuming different values of the ratio between the vertical and horizontal stiffnesses of the HDRBs. The nonlinear seismic analysis is performed using a step‐by‐step procedure based on a two‐parameter implicit integration scheme and an initial‐stress‐like iterative procedure. At each step of the analysis, plastic conditions are checked at the potential critical sections of the girders (i.e. end sections of the sub‐elements in which a girder is discretized) and columns (i.e. end sections), where a bilinear moment–curvature law is adopted; the effect of the axial load on the ultimate bending moment (M‐N interaction) of the columns is also taken into account. The response of an HDRB is simulated by a model with variable stiffness properties in the horizontal and vertical directions, depending on the axial force and lateral deformation, and linear viscous damping. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

金乡县新型农村社区建设初探     

李艳梅 《山东国土资源》2012,28(7):69-71

建设新型农村社区是统筹城乡发展,破除城乡二元结构,落实中央政策的重大举措。该文从分类规划、分步实施、政策引领、强化质监等方面,介绍了金乡县在新型农村社区建设中的几点做法,对各地新型农村社区建设工作具有借鉴意义。  相似文献   

基于生计转型的中国农村居民点用地整治适宜区域   总被引：13，自引：0，他引：13  

陈秧分  刘彦随  杨忍 《地理学报》2012,67(3):420-427

理论解析以非农就业程度表征的农户生计转型和以人均农村居民点用地面积度量的农村土地利用特征的相互关系,应用GIS技术和空间自相关分析方法研究中国县域尺度农户生计转型的存在性、拐点值及其主导下的农村居民点用地整治适宜区域,为规范推进农村居民点用地整治与重构乡村地域的可持续性提供决策参考。结果表明,农户非农就业程度与人均农村居民点用地面积存在倒U型规律;资源禀赋、经济发展阶段、地形等外部因子影响农户生计与农村土地利用的相互关系;控制资源禀赋、地形等外部因子作用的农户非农就业程度拐点为38.36%,结合人均农村居民点用地规模,可将中国县域划分为适宜程度依次递减的优先整治区、优化调整区、适度挖潜区与限制整治区等4 种类型区;最后,提出了切实反映农户生计特征的区域农村居民点用地整治政策建议。  相似文献   

山东省农村居民点动态变化遥感分析   总被引：9，自引：3，他引：6  

田贵全  曲凯 《地域研究与开发》2008,27(1):102-104

以2000年Landsat TM图像和2004年中巴资源2号卫星(CBERS-2)图像为基本数据源,利用遥感与GIS技术对山东省农村居民点动态变化进行了监测,建立了山东省农村居民点遥感监测数据库,分析了山东省农村居民点时空变化特征.结果表明:2000-2004年间,山东省农村居民点用地面积增加了14 278.38 hm2,年平均扩展速率为3569.60hm2/a,扩展强度指数为0.091%,用地比重为8.05%.农村居民点斑块数量增加了906个,斑块平均密度为33.27个/100km2,斑块平均面积为24.20hm2.  相似文献   

On the Fringe of Neoliberalism: residential development in outer suburban Sydney     

Dr Nicole Cook  Kristian Ruming 《The Australian geographer》2008,39(2):211-228

Although there is widespread consensus in human geography that neoliberalism is achieved through the intersection of multiple scales and states, there has been growing emphasis in recent years on the hybrid qualities of neoliberalist-styles of governance. Because hybrid approaches draw attention to the wide range of actors and contradictory agendas underpinning the always uneven expression of neoliberalist projects, they are particularly suited to the identification of residual state capacities in contexts where neoliberalist forms dominate economic and political life. Drawing on two cases of large-scale residential development in New South Wales, namely Warnervale Town Centre on the New South Wales Central Coast and the Australian Defence Industry site at St Marys in Sydney's west, the present paper adopts an hybrid approach in order to identify current state capacities. Through a comparison of both sites, it identifies the potential for socially and ecologically balanced development in the outer suburban context.  相似文献   

Downstream hydraulic geometry of rivers in Victoria, Australia     

Ronald C. De Rose  Michael J. Stewardson  Ciaran Harman 《Geomorphology》2008,99(1-4):302-316

Downstream variation of hydraulic geometry in rivers, characterized by fine textured banks and low width to depth ratios (7–25), is investigated in Victoria, Australia, with the aim of developing predictive models of channel geometry for large-scale spatial modeling applications. A one-dimensional hydraulic model is used to determine the mean bank-full geometry and discharge (Q_bf) for 93 sites which are investigated in relation to discharge of fixed average recurrence interval (ARI). The median bank-full ARI is estimated at 0.8 years with 75% of sites between 0.5 and 2.5 years. Exponents in the downstream hydraulic geometry relations for width, depth and velocity are respectively 0.43, 0.40 and 0.18 (Q = Q_bf) and 0.44, 0.38 and 0.03 (Q = Q₂, i.e., 2-year ARI), falling near the mode of global values. Q₂ and slope explain 66% of variance in Q_bf, while Q₂ explains 73% and 69% of the variance in width and depth relations, respectively: Q₂ provides a reliable substitute for Q_bf in spatial modeling applications. Spatial variation in hydraulic geometry relations within and between river basins remains largely unexplained. The W/D ratio characteristically decreases with increasing distance along the lower reaches of most rivers and this has contributed to the lower than expected value for the width exponent.  相似文献   

鄂尔多斯盆地环县地区长6沉积体系展布特征   总被引：16，自引：4，他引：12  

刘化清  廖建波  房乃珍  林卫东  程玉红  王宏波  冯明 《沉积学报》2005,23(4):584-588

岩矿资料表明,鄂尔多斯盆地西部环县地区延长组长6三角洲沉积体系物源来自西部。进一步的地震相研究表明,该三角洲沉积体系在虎洞一带分为两支,一支沿环县-樊家川一线呈东西方向展布,另一支顺洪德方向呈北东向延展,并在耿湾-罗卜塬附近与东北物源体系的安边三角洲交汇。  相似文献