基于关系数据库的地形图符号库的设计

根据地形图符号的特点，给出了地形图符号的分类和定义，并根据地形图符号的构造函数设计了基于关系数据库的地形图符号库。点线面符号均采用关系数据库的记录描述，从而使得符号的配置独立于具体的符号和图形，同一程序基本上可完成所有符号的绘制，方便了符号库的维护和更新，本符号库以ＡｕｔｏＣＡＤ Ｆｏｒ Ｗｉｎｄｏｗｓ作为图形环境，用Ｂｏｒｌａｎｄ Ｃ＋＋作为开发工具开发。     

大地网三类设计的应变分析法

本文针对大地网三类设计的质量标准问题,提出了一种新方法:应变分析法。它可以根据区域性的尺度、旋转、变形三个应变参数的变化,来发现网的局部区域性系统差或粗差;并能较明晰地反映出新增观测值对原网的局部改进或细节改进。     

川滇地震科学实验场地震目录最小完整性震级分析

地震目录是地震监测预报、地震活动性等研究的重要资料.川滇地震科学实验场地区近几十年来积累了大量的地震记录,为实验场的地震科学研究提供了宝贵的数据.地震台网密度和仪器观测精度是逐步提高的,不同时期地震目录的完整性存在差异,因此进行现代仪器观测记录的地震目录最小完整性震级（M_C,Magnitude of Completeness）分析,对正确研究和认识该地区地震活动规律及其影响因素等具有重要意义.本文采用震级—序号方法、最大曲率法（MAXC,Maximum Curvature）和拟合度检测法（GFT,Goodness-of-Fit Test）分析了川滇地震科学实验场地区1970—2018年地震目录的最小完整性震级M_C值,得到了实验场地区及其内部各地震区（带）M_C值的时间演化特征和空间分布特征.结果表明,实验场地区及其内部各地震区（带）M_C值变化趋势大致为1970—1986年M_L2.0~2.6,1987—1999年M_L2.5~2.6,2000—2008年后M_L1.4~2.1,2009—2018年M_L1.2~1.9;实验场地区M_C值的空间分布大致呈现东北部和西南部较低、西北部和东南部较高的特征,其中云南最南端的澜沧—耿马区和思普区、四川西北部的理塘—木里区以及川藏交界处的金沙江带M_C值普遍较高,云南北部和四川南部的松潘—龙门山带、安宁河带、元谋区、楚雄—建水带和大理—丽江—盐源区M_C值普遍较低;强震会使M_C值出现突然升高、之后逐渐恢复的现象,其中M_C值升高程度与震级有一定相关性,并且强震导致的M_C值升高是M_C值空间和时间分布不均匀的原因之一.     

V473 Lyrae: a Blazhko-effect Cepheid?

The amplitude spectra of the light curves of RR Lyrae Blazhko stars can often be typified by symmetrical triplets. It is shown that the same applies to V473 Lyr. Furthermore, the star is probably a radial pulsator – as is thought to be the case for the RR Lyrae stars – thus ruling out rotational splitting of a purely non-radial mode.     

Straightforward methods to detect non-linear response of the soil. Application to the recordings of the Kobe earthquake (Japan, 1995)

Simple straightforward methods are applied to testtheir ability to detect the non-linear response of thesoil. Recordings of the main shock and aftershocks ofthe 1995, Hyogo-ken Nanbu (Kobe) earthquake are used.Non-linear effects are investigated using twodifferent techniques, on a collection of data for 12sites situated on different geological structures inthe Kobe and Osaka areas. The first method used is theso-called receiver functions technique (Langston,1979), which consists of computing the spectral ratiobetween horizontal and vertical components of motion.This ratio has been shown to reveal the fundamentalfrequency of a site (Lachet and Bard, 1994; Lachet etal., 1996; Theodulidis et al., 1995, 1996). For eachsite, recordings of the main shock and a set ofaftershocks are considered. The variation of thisspectral ratio for different values of the maximumacceleration recorded at a site is investigated. Bothvariations of the amplitude of the H/V ratio (due tonon-linear behavior, on the horizontal components inparticular) and of the frequency position of theamplified band-width are observed. The secondtechnique used in this study is related to thevariation of the high frequency content of therecordings during the main-shock and its aftershocks.The high frequency spectral decay of the motion,characterized by parameter, is assumed to berelated mainly to the near-surface attenuation. Itshould then increase with increasing peak velocity, incase of non-linearity. The value of kappa iscalculated for the 12 sites in the Kobe area, fordifferent types of soil conditions, and againdifferent values of peak ground acceleration.Variations of kappa are then related to non-linearbehavior of the soil during the Kobe earthquake.     

3-D shell analysis of cylindrical underground structures under seismic shear (S) wave action

The 3-D shell theory is employed in order to provide a new perspective to earthquake-induced strains in long cylindrical underground structures, when soil-structure interaction can be ignored. In this way, it is possible to derive analytical expressions for the distribution along the cross-section of axial, hoop and shear strains and also proceed to their consistent superposition in order to obtain the corresponding principal and von Mises strains. The resulting analytical solutions are verified against the results of 3-D dynamic FEM analyses. Seismic design strains are consequently established after optimization of the analytical solutions against the random angles which define the direction of wave propagation relative to the longitudinal structure axis, the direction of particle motion and the location on the structure cross-section. The basic approach is demonstrated herein for harmonic shear (S) waves with plane front, propagating in a homogeneous half-space or in a two layer profile, where soft soil overlays the bedrock.     

地下水浮力对建筑工程设计施工的影响

地下水的浮力对结构设计和施工有不容忽视的影响。结构抗浮验算与地下水的性状、水压力和浮力、地下水位变化及意外补水有关。提出设计水位计算浮力的概念，以及抗浮设计的方案及措施。     

土体原位测试法在岩土工程中的应用

土体原位测试是工程勘察和检测的有效手段，通过统计其数据可以得出有效的经验公式，在工程中有一定的实用性。     

鄂尔多斯盆地东北部延安组铀异常与沉积体系的关系

在鄂尔多斯盆地东北部,延安组第V成因单元存在着多处铀异常,这对铀的后备战略基地建设有重要意义。从沉积学的角度重建了第V成因单元的沉积体系,识别出两种沉积体系,分别是位于研究区西北部的辫状河沉积体系和东南部的曲流河沉积体系。通过对铀异常信息的成功提取及平面编图,发现延安组中铀异常呈一个又一个具有自我中心的单元出现,且与曲流河沉积体系的关系密切:通常发育于河道分岔或转弯处;普遍发育于薄砂带(区),一般砂体厚度在30 m以下,含砂率小于40%;铀异常单元与厚煤层关系密切;主要赋存于粒度较细的岩性中,部分也富集于煤中,但铀异常最高值富集于中砂岩中。     

改进的Prim算法在GIS中的应用

探讨了数字常平基础信息平台建设项目中构建一个低造价通信网的问题,建立了网络模型和相应的存储结构,采用优化的Prim算法实现了这颗最小生成树。