资源产业依赖、人力资本与“资源诅咒”假说——基于资源型城市的再检验     

赵领娣  徐乐  张磊 《地域研究与开发》2016,(4):52-57

利用2003—2013年中国典型资源型城市的面板数据,在考虑潜在内生性的条件下,使用动态面板系统广义矩估计方法,开展"资源诅咒"假说的再检验,进一步讨论资源型城市的人力资本能否有效缓解"资源诅咒"。结果表明:中国资源型城市普遍存在"资源诅咒"现象;人力资本对经济增长的正向作用虽在一定程度上可以弥补资源产业依赖对增长的负向作用,但却不能明显抑制"资源诅咒";资源型城市普遍存在资源产业依赖对人力资本投资的"挤出"。  相似文献   

中国城市网络核心-边缘结构演化及影响因素研究——基于制造业企业网络视角     

王传阳  盛科荣  张杰 《地球信息科学学报》2022,24(1):141-152

基于制造业企业网络视角的城市网络核心—边缘结构的研究将加深对城市网络演化规律的理解。利用2020年中国制造业500强企业网络数据和隶属联系模型构建城市网络,研究了中国城市网络核心—边缘结构的演化特征,定量测度了核心—边缘结构的影响因素,并根据国际生产折衷理论解析了城市网络地位分异的动力机制。研究发现: 2005—2020年,核心区块的城市数量逐渐增加,主要由直辖市、经济特区以及东、中部地区的省会城市组成,这些城市通过互惠性的链接关系形成了凝聚子群,网络权力较为集中;边缘区块的城市则主要位于中、西部地区,城市间经济联系相对稀疏,整体网络结构并不稳定,城市的发展受到了网络资本的约束。关键资源、基础设施和区位优势是影响中国城市网络地位的决定性因素,择优选择、网络邻近和路径依赖构成了中国城市网络核心—边缘结构演化的动力机制,这将进一步增强核心城市的网络地位。在网络环境下,城市间的差距趋于扩大,城市网络地位的提升取决于城市在网络中的影响力,中国城市化政策需要做出相应调整。  相似文献   

Spectral, initial value approach for viscoelastic relaxation of a spherical earth with a three-dimensional viscosity—I. Theory     

Zden&#;k Martinec 《Geophysical Journal International》1999,137(2):469-488

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Analysis of Heat Budget, Dissipation and Frontogenesis in a Shallow Density Current     

W. Blumen  R. L. Grossman  M. Piper 《Boundary-Layer Meteorology》1999,91(2):281-306

High frequency wind and temperature measurements, obtained in March 1995 from a 10-m tower array situated in south-east Kansas, are used to analyze the structure of a shallow density current. This current is approximately 7 m deep and exhibits a current head that is estimated to be about twice the current depth. The event lasted approximately 900 s and its origin appears to be a shallow slope 2–:5 km to the west of the site, where cold air drainage occurs. The onset of the event is marked by a 5 °C temperature decrease at the 3-m level, increased variance of temperature and of wind velocity, and increased dissipation of kinetic energy, measured by a hot-wire anemometer at the 3-m level. The primary contributors to temperature changes following the frontal passage are both horizontal and vertical advections; contributions from flux divergences of temperature and of radiation, and from dew formation, do not appear to be significant. Postulated frontogenesis, prior to the arrival of the apparent equilibrated front of approximately 176-m width at the site, is examined by means of a theoretical model. The time required to equilibrate the front, by means of kinetic energy dissipation within the frontal zone, is determined to be less than 300 s, or less than the estimated travel time from the orographic slope to the observational site. The absence of upstream data is determined, however, to be a limitation of the analysis performed.  相似文献   

密度法与色度法描述印刷颜色之比较   总被引：2，自引：0，他引：2  

宣柱香  崔元日 《测绘学院学报》1999,(3)

文中作者着重从测量和计算两个方面,对密度法与色度法描述印刷颜色的优劣进行了分析和比较。  相似文献   

Spatiotemporal Characteristics of Soilwater Storage Along Regional Transect on the Loess Plateau,China     

《洁净——土壤、空气、水》2017,45(1)

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基于比值均方根的杨氏模量反演方法          下载免费PDF全文

宋建国  郭毓  冉然 《地球物理学报》2018,61(4):1508-1518

杨氏模量和泊松比是表征岩石脆性、评价储层可压性以及描述储层流体特征的重要参数,叠前地震反演是从地震数据中得到此类参数的有效手段.常规的叠前地震反演方法多使用Zeopppritz方程的近似式计算反射系数,近似式的误差影响了反演结果的精度.针对这个问题,推导了比值均方根形式的杨氏模量、泊松比和密度的Zoeppritz方程,并基于广义线性反演构建了杨氏模量和泊松比直接反演方法,有效地避免了使用近似式的局限性,提高了反演的精度.模型测试和实际资料试算结果表明：采用比值均方根形式构建的反演流程稳定,能够从叠前地震数据中获得可信的杨氏模量、泊松比和密度,提供了一种可靠的杨氏模量和泊松比直接反演方法.  相似文献   

接收函数确定Moho面速度和密度跃变的方法研究及应用   总被引：2，自引：1，他引：1       下载免费PDF全文

钱银苹  沈旭章 《地球物理学报》2017,60(8):2980-2992

通过对单层模型反射和透射系数的推导,提出了利用接收函数一次转换波和多次波确定Moho面速度和密度跃变的速度-密度跃变(δβ-δρ)扫描叠加方法.利用反射率法计算了不同模型的远震理论地震图,按照与处理实际观测波形一致的方法和流程计算了理论接收函数;根据不同模型数值试验结果,深入分析了界面速度和密度跃变对接收函数震相幅度的影响.利用(δβ-δρ)扫描叠加方法,对理论接收函数进行了数值试验,结果证明了该方法的可行性.最后将该方法应用于位于青藏高原东北缘的高台(GTA)台和兰州(LZH)台,确定了两个台站下方Moho面的速度跃变分别约为(19±1)%和(20±1)%,密度跃变最小值为(4±2)%和(6±2)%.  相似文献   

A simple hypoplastic model with loading surface accounting for viscous and fabric effects of clays     

Merita Tafili  Theodoros Triantafyllidis 《国际地质力学数值与分析法杂志》2020,44(16):2189-2215

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Time-variant fragility analysis of the bridge system considering time-varying dependence among typical component seismic demands     

Song  Shuai  Qian  Yongjiu  Liu  Jing  Xie  Xiaorui  Wu  Gang 《地震工程与工程振动(英文版)》2019,18(2):363-377

This paper presents a copula technique to develop time-variant seismic fragility curves for corroded bridges at the system level and considers the realistic time-varying dependence among component seismic demands. Based on material deterioration mechanisms and incremental dynamic analysis, the time-evolving seismic demands of components were obtained in the form of marginal probability distributions. The time-varying dependences among bridge components were then captured with the best fitting copula function, which was selected from the commonly used copula classes by the empirical distribution based analysis method. The system time-variant fragility curves at different damage states were developed and the effects of time-varying dependences among components on the bridge system fragility were investigated. The results indicate the time-varying dependence among components significantly affects the time-variant fragility of the bridge system. The copula technique captures the nonlinear dependence among component seismic demands accurately and easily by separating the marginal distributions and the dependence among them.  相似文献