GIS支持下的城市规划图文一体化办公系统的建立

本文通过分析城市规划办公自动化的需求和发展状况,结合广州市规划管理的应用实践,总结了GIS与OA技术相结合在城市规划领域应用的方法、模式,阐述了系统的设计思想和技术集成方法,并举例说明系统的实际应用效果。     

Metallogenic Dynamics of Zhashui Ag－Pb Polymetallic Ore Deposit in Shaanxi，China

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Peak earthquake response of structures under multi-component excitations

Accurate estimation of the peak seismic responses of structures is important in earthquake resistant design. The internal force distributions and the seismic responses of structures are quite complex, since ground motions are multi- directional. One key issue is the uncertainty of the incident angle between the directions of ground motion and the reference axes of the structure. Different assumed seismic incidences can result in different peak values within the scope of design spectrum analysis for a given structure and earthquake ground motion record combination. Using time history analysis to determine the maximum structural responses excited by a given earthquake record requires repetitive calculations to determine the critical incident angle. This paper presents a transformation approach for relatively accurate and rapid determination of the maximum peak responses of a linear structure subjected to three-dimensional excitations within all possible seismic incident angles. The responses can be deformations, internal forces, strains and so on. An irregular building structure model is established using SAP2000 program. Several typical earthquake records and an artifi cial white noise are applied to the structure model to illustrate the variation of the maximum structural responses for different incident angles. Numerical results show that for many structural parameters, the variation can be greater than 100%. This method can be directly applied to time history analysis of structures using existing computer software to determine the peak responses without carrying out the analyses for all possible incident angles. It can also be used to verify and/or modify aseismic designs by using response spectrum analysis.     

Estimation of peak relative velocity and peak absolute acceleration of linear SDOF systems

We have found some mistakes in the article by Jianwei Song et al. (2007). The revisions arc given below: 1. "NEHRP 2003" in Figs.8 and 9 should be changed to "BSSC 2003". 2. "Tsopelas" or "Tsopelas method"     

Measuring the imprint of orographic rainfall gradients on the morphology of steady‐state numerical fluvial landscapes

We explore the imprint of spatial rainfall patterns on steady‐state landscapes with uniform rock uplift rate. A two‐dimensional (2D) orographic precipitation module is incorporated into the CHILD numerical landscape evolution model to provide a quantitative tool for exploring the co‐evolution of rainfall patterns and fluvial topography. Our results suggest that network organization and planform morphology are strongly impacted by rainfall patterns. Rainfall gradients that are perpendicular to a mountain range front produce narrower watersheds because channels show a tendency to flow along the rainfall gradient, rather than across it. The change in watershed shape is evidenced by smaller values of the exponent on distance in Hack's law and a less peaked width function. Narrower watersheds also lead to an increase in the valley spacing ratio and constrain trunk channels to follow a more direct path to the mountain front. Rainfall gradients also influence the distribution of topography across a watershed. Channel profiles record rainfall patterns in both the channel concavity and the channel steepness index (k_sn). Across short tributaries along which rainfall rate changes little, k_sn decreases systematically with tributary‐averaged rainfall rate. The hypsometric integral (HI), which increases with the amount of topography that is at relatively high elevations within a watershed, is negatively correlated with the profile concavity of the trunk channel. High rainfall rates at the ridge top lead to mainstem channels that have relatively low concavity, and watersheds with relatively higher HI in comparison with landscapes that have uniform rainfall. Finally, we contrast the impacts of rainfall patterns on landscape morphology with those resulting from a linear rock uplift gradient and uniform rainfall. Uplift patterns may have a similar impact on landscape morphology as rainfall gradients, making it challenging to decipher the relative roles of climate and tectonics on landscape evolution without a quantitative assessment of morphologic parameters. Copyright © 2015 John Wiley & Sons, Ltd.     

基于在线回声状态网络的变形数据预测分析

结合Kalman滤波与回声状态网络,将在线回声状态网络算法应用于变形数据预测。回声状态网络的输出权值通过Kalman滤波训练,直接对网络的输出权值进行在线更新,克服了传统递归网络需要收集大量样本后才能进行拟合预测的缺陷,同时也保证了预测精度。实例计算验证了该方法的有效性。     

Cyclic performance and simplified pushover analyses of precast segmental concrete bridge columns with circular section

In recent years, precast segmental concrete bridge columns became prevalent because of the benefits of accelerated construction, low environmental impact, high quality and low life cycle costs. The lack of a detailed configuration and appropriate design procedure to ensure a comparable performance with monolithic construction has impeded this structural system from being widely used in areas of high seismicity. In this study, precast segmental bridge column cyclic loading tests were conducted to investigate the performance of unbonded post-tensioned segmental bridge columns. One monolithic and two precast segmental columns were tested. The precast segmental column exhibited minor damage and small residual displacement after the maximum 7% cyclic drift; energy dissipation (ED) can be enhanced byadding ED bars. The experimental results were modeled by a simplified pushover method (SPOM), as well as a fiber model (FIBM) finite element method. Forty-five cases of columns with different aspect ratios, axial load ratios and ED bar ratios were analyzed with the SPOM and FIBM, respectively. Using these parametric results, a simplified design method was suggested by regressive analysis. Satisfactory correlation was found between the experimental results and the simplified design method for precast segmental columns with different design parameters.     

国家级多源海量数字正射影像数据库的设计与构建

针对国家基础地理信息数字正射影像数据库的技术特点,提出了多源、海量数字正射影像数据库的需求及功能,并基于国家基础地理信息数据库动态更新2010-2014年数字正射影像构建了以资源三号和天绘一号为主的国产卫星正射影像数据库实例,实现了对国家级海量多源正射影像数据的高效存储、集成管理、无缝浏览和及时更新等。     

三江口东岩体岩石成因及产铀潜力分析

诸广山南体是中国重要的铀资源基地之一,复式岩体内与铀矿床关系密切的花岗岩均为S型,I型花岗岩一般无铀成 矿潜力。三江口岩体位于诸广山南体西部,与产有铀矿床的燕山期长江岩体相邻,岩性也与长江岩体相似。目前对三江口 岩体研究程度相对薄弱,缺乏高精度年代学研究,岩石成因类型也未明确。文章对三江口岩体东部（简称三江口东岩体） 进行U-Pb年代学和岩石地球化学研究,并与产铀的长江岩体进行对比。LA-ICP-MS锆石U-Pb年龄为161.9±2.1 Ma,属于 燕山早期花岗岩。岩体富SiO2 （73.5%~76.1%）,贫FeOT （1.12%~3.25%）、MgO（0.07%~0.83%）、CaO（0.64%~1.27%）,具 高分异指数DI（86.4~93.6）,A/CNK值为1.00~1.35,属过铝-强过铝质花岗岩;微量元素Ba、Sr、Nb、Eu、Ti亏损,Rb、 Th、U富集,属于典型的低Ba、Sr花岗岩;稀土总量中等（ΣREE = 119×10-6 ~268×10-6）,稀土配分模式为右倾的轻稀土富 集型;(87Sr/86Sr)i值为0.70789~0.71488,εNd(t )值较低（-10.8~-9.6）,两阶段Nd模式年龄为1.73~1.83 Ga。三江口东岩体与长 江岩体年龄相近,具有相似的岩石地球化学特征和同位素组成,均为S型花岗岩。结合两岩体形成年龄和区域构造背景, 认为其形成与华南燕山早期陆内伸展作用有关,是由华南基底麻源群泥质岩、砂质岩部分熔融形成,在成岩过程中有少量 幔源物质参与。通过与产铀的长江岩体对比研究认为,三江口东岩体具有较强的产铀潜力。