空间同位模式支持下城市服务业关联发现及特征分析

空间同位模式分析是数据挖掘中一种常见的方法,可有效挖掘城市设施在空间位置上的关联特征,进而发现城市设施的分布规律.本文基于POI数据同位模式挖掘用来获取城市服务业空间关联结构:首先,通过邻近实例获取、同位候选模式存储与筛选,得到城市服务业二阶同位模式;然后,据此构造产业空间关联图,得到产业间的关联结构;最后,分别构造了...     

“股份+合作”土地流转模式的实践和启示——以宁阳县蒋集镇郑龙村为例

近年来,宁阳县蒋集镇郑龙村对土地流转进行了积极探索,形成了"股份+合作"的土地流转模式,这种模式有一套完整机制,取得了合作多赢的成效,并给国土资源工作一定的启示。这一模式得到国家农业部及省市有关专家充分肯定,认为是全国土地流转成功模式之一。     

地理信息服务的思考与探索

GIS正在从传统意义上的地理信息系统向地理信息服务发生偏转,地理信息服务已成为信息服务业中的一个重要组成部分。文中归纳总结了地理信息服务概念、技术体系、服务模式以及我国地理信息服务发展的差距、对策与建议。     

CORS用户管理系统的研究与实现

利用了GNSS／GIS集成、ASP．NET技术,开发了基于C／S和B／S模式相结合的系统,实现了CORS系统业务管理的自动化、网络化、规范化。     

工程摄影测量中交向摄影的精度分析

本文从理论上推导了工程摄影测量中交向摄影方式各元素影响物点坐标精度的严密公式,并根据理论分析的结果,采用先进的数码相机和量测相机进行了一定的试验,在仔细分析试验结果的基础上,找出了工程摄影测量中交向摄影最佳的交向角、摄影基线、摄影距离和摄影比例尺等参数,对物点坐标总精度的影响规律。实际作业中,要使最佳交向摄影方式获得最理想的点位精度,所总结出的结论是可行的。     

云南边境生态环境数据组织管理研究

生态环境数据合理有效地组织与管理,对于开展区域生态环境研究意义重大。本文首先探讨了生态环境数据组织管理的基本流程。在此基础上,指出生态环境数据分类编码与元数据的规范化,以及生态环境模型的设计是实现生态环境数据组织管理的难点所在。随后,笔者以云南边境地带生态环境数据为例,提出了生态环境数据分类编码与元数据方案。并且在深入剖析生态环境数据特征的基础上,重点研究了生态环境数据的建模方案,提出了生态环境辅助数据模型(EcoADM)。最后,简要介绍了云南边境生态环境数据库管理原型系统的建设。     

Rayleigh波的频散方程高频近似分解和多模式激发数目

对于在Rayleigh波勘探中经常提取到的多模式频散曲线,如何在理论上对其特征进行描述是一个很有意义的问题. 本文根据Rayeigh波频散方程中传递矩阵具有的高频近似特征,提出了传递矩阵的高频近似分解公式,据此导出了频散方程的高频近似分解公式,并在此基础上,定义了Rayleigh波的4种基本模式(R模、S模、R型周期模和S型周期模). 根据频散方程具有的周期性特征,给出了周期模频散曲线之间的平均间隔近似公式,以及在任意频率和相速度段内频散方程根的数目（即多模式的激发数目）的预测公式. 在这些结果的基础上,本文最后提出了频散方程数值搜根的一种新方法.     

地图数据缩编更新的模式分类与选择

地图数据缩编更新模式是缩编更新技术流程设计及软件模块开发的基础。根据缩编和更新对象的不同归纳了缩编更新的4种模式,结合当前地图自动综合理论技术水平与数据组织管理现状,认为现阶段最合理的模式为新旧数据叠加缩编更新模式。基于该模式分析道路数据缩编更新的技术流程并开发了相应的软件模块,应用于国家1∶5万地理信息系统中道路数据的更新,从而验证了该模式的可行性。     

Limit states and failure mechanisms of viscous dampers and the implications for large earthquakes

Fluid viscous dampers are used to control story drifts and member forces in structures during earthquake events. These elements provide satisfactory performance at the design‐level or maximum considered earthquake. However, buildings using fluid viscous dampers have not been subjected to very large earthquakes with intensities greater than the design and maximum considered events. Furthermore, an extensive database of viscous damper performance during large seismic events does not exist. To address these issues, a comprehensive analytical and experimental investigation was conducted to determine the performance of damped structures subjected to large earthquakes. A critical component of this research was the development and verification of a detailed viscous damper mathematical model that incorporates limit states. The development of this model and the laboratory and simulation results conclude good correlation with the new model and the damper limit states and provide superior results compared with the typical damper model when considering near collapse evaluation of structures. Copyright © 2010 John Wiley & Sons, Ltd.     

Modeling three‐dimensional hydraulic fracture propagation using virtual multidimensional internal bonds

Propagation of fractures, especially those emanating from wellbores and closed natural fractures, often involves Mode I and Mode II, and at times Mode III, posing significant challenges to its numerical simulation. When an embedded inclined fracture is subjected to compression, the fracture edge is constrained by the surrounding materials so that its true propagation pattern cannot be simulated by 2D models. In this article, a virtual multidimensional internal bond (VMIB) model is presented to simulate three‐dimensional (3D) fracture propagation. The VMIB model bridges the processes of macro fracture and micro bond rupture. The macro 3D constitutive relation in VMIB is derived from the 1D bond in the micro scale and is implemented in a 3D finite element method. To represent the contact and friction between fracture surfaces, a 3D element partition method is employed. The model is applied to simulate fracture propagation and coalescence in typical laboratory experiments and is used to analyze the propagation of an embedded fracture. Simulation results for single and multiple fractures illustrate 3D features of the tensile and compressive fracture propagation, especially the propagation of a Mode III fracture. The results match well with the experimental observation, suggesting that the presented method can capture the main features of 3D fracture propagation and coalescence. Moreover, by developing an algorithm for applying pressure on the fracture surfaces, propagation of a natural fracture is also simulated. The result illustrates an interesting and important phenomenon of Mode III fracture propagation, namely the fracture front segmentation. Copyright © 2012 John Wiley & Sons, Ltd.