基于GIS的城市地下管线空间分析模型的建立与实现

为提高城市地下管线的管理水平，利用地理信息系统技术(GIS)的空间分析功能，首先在分析地下管线的的实体-关系模型(E-R模型)的基础上，根据GIS空间分析的特点，提出了基于空间分析的城市地下管线的数据库结构；其次，根据城市管线规划、管理和施工的需要，建立了城市地下管线的纵断面、横断面、最佳路径、地下管线三维分析等几种空间分析模型，并对各种模型的表示内容和实现方法进行了阐述．从而实现了城市地下管线的可视化和动态化管理。该模型在青岛市综合地下管线管理系统应用后，提高了青岛市的城市规划和管线管理水平，促进了各个专业管线管理单位信息化和数字化进程。     

XML海洋信息应用分析

分析了海洋数据的特点,并综述了XML在海洋信息中的应用及其意义;介绍了该领域技术的国内外概况;分析适合我国海洋信息的)XML应用技术。     

均值漂移算法在LAMOST动态选星中的应用

将均值漂移算法运用于LAMOST动态选星过程,用以寻找局部天区内观测目标密度最高的区域进行观测.通过模拟试验分析了在不同的天区覆盖方法对均值漂移算法观测效率的影响,并与使用最大密度算法得到的结果进行了比较,证实了均值漂移算法的优越性.     

单层褶皱变形过程中最大主应力与水平应变的变化及其影响因素

对地质构造进行定量半定量研究是地质工作者近几十年来一直努力的方向,构造数值模拟是有效的定量研究方法之一。褶皱是一种典型的构造类型,对褶皱构造进行定量半定量研究也一直是构造地质学家们所致力解决的研究课题。本文结合近年来单层褶皱构造数值模拟研究进展,以及笔者近几年来对单层褶皱所进行的数值模拟实验研究,主要论述了单层褶皱变形的影响因素,单层褶皱变形过程中的最大主应力与水平应变的变化及其影响因素等。数值模拟技术为褶皱变形提供了一种新的研究方法,该方法在构造地质领域将有很好的发展前景。     

1573年甘肃岷县地震史料考证与发震构造探讨

通过对1573年甘肃岷县地震的历史资料考证和发震构造的综合研究表明:在1573年岷县地震中遭受破坏最为严重的地区位于如今的岷县县城一带(当时为岷州府所在地)。综合各种资料确定1573年甘肃岷县地震震级为621,极震区烈度为Ⅷ~Ⅸ度,震中位于北纬34.4°,东经104.0°,震中精度为2类,震中位置偏差小于或等于25km。该地区构造上位于东昆仑断裂带和西秦岭北缘断裂带的应变传递和构造转换的中间过渡区,其中的临潭-宕昌断裂带活动特性差异明显,只有部分地段表现出全新世活动特征,地震极震区一带分布有不同程度的滑坡和基岩崩塌等。综合分析认为,临潭-宕昌断裂带的岷县-宕昌段是甘肃岷县1573年621级地震的发震构造。     

Simplified seismic design approach for steel portal frame piers with hysteretic dampers

A simplified seismic design procedure for steel portal frame piers installed with hysteretic dampers is proposed, which falls into the scope of performance‐based design philosophy. The fundamental goal of this approach is to design a suite of hysteretic damping devices for existing and new bridge piers, which will assure a pre‐defined target performance against future severe earthquakes. The proposed procedure is applicable to multi‐degree‐of‐freedom systems, utilizing an equivalent single‐degree‐of‐freedom methodology with nonlinear response spectra (referred to as strength‐demanded spectra) and a set of formulae of close‐form expressions for the distribution of strength and stiffness produced in the structure by the designed hysteretic damping devices. As an illustrative example, the proposed procedure is applied to a design of a simple steel bridge pier of portal frame type with buckling‐restrained braces (one of several types of hysteretic dampers). For the steel portal frame piers, an attempt is made to utilize not only the displacement‐based index but also the strain‐based index as pre‐determined target performance at the beginning of design. To validate this procedure, dynamic inelastic time‐history analyses are performed using the general‐purpose finite element program ABAQUS. The results confirm that the proposed simplified design procedure attains the expected performance level as specified by both displacement‐based and strain‐based indices with sufficient accuracy. Copyright © 2006 John Wiley & Sons, Ltd.     

Coseismic deformation and slip distribution of the 1997 7.5 Manyi, Tibet, earthquake from InSAR measurements

We use interferometric synthetic aperture radar (InSAR) observations to investigate the coseismic deformation and slip distribution of the 1997 M_w7.5 Manyi earthquake, a left-lateral strike-slip earthquake occurred on the west portion of the Kunlun fault in the northern Tibet, China. The fault trace is constrained by the combination of interferometric coherence image and azimuth offset image. The total length of the identified fault is about 170 km. We estimate the source parameters using a seven-segment fault model in a homogeneous elastic half-space. We first use a uniform slip model to estimate the slip, width, dip and rake for each segment, resulting in a maximum slip of 5.5 m with a depth of 11 km on the fourth segment. The average dip of the uniform slip model is about 93° northward and the average rake is about −2°. We then use a distributed slip model to estimate the pure strike-slip and oblique slip distribution, respectively. In the distributed slip model, the fault plane is discretized into 225 patches, each of them 4 km × 4 km. We fix the optimal geometric parameters and solve for the slip distribution using a bounded variable least-squares (BVLS) method. We find a geodetic moment of 1.91 × 10²⁰ Nm (M_w7.5), of which almost 68% released in the uppermost 8 km and 82% in the uppermost 12 km. For all the models used in this study, the synthetic profiles along strike show asymmetric displacements on the opposite sides of the fault, which are in agreement with the observations. This suggests that a linear elastic model with variable and non-vertical dips is also reasonable for the mechanism of the Manyi earthquake.     

副高西北侧一次区域性大暴雨天气过程分析

本文分析了2005年8月26日傍晚太原市尖草坪区降雹过程的急流、冷暖平流、形势背景,并通过对降雹过程的多普勒雷达资料的强度场、速度场及其它产品的分析,结合块状冰雹云出现特点,得出降雹过程不同阶段临近预报的较好预报和识别指标。     

Development of distributed time-variant gain model for nonlinear hydrological systems

Hydrological science is a branch of the earth sci-ences.To study the complexities of hydrological pro-cesses and the associated environmental problems,a systematic approach is desired.For instance,Dooge published Linear Theory of Hydrological System[1]in1973.Singh(1988)published Hydrological Systems[2],with its Chinese version[3]being translated by the Yel-low River Conservancy Commission in2000.Ge(1999)carried out systematic studies on the hydro-logical linear system theory,and produced …