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地震模拟图纸数字化存储的实现 总被引：1，自引：1，他引：0
地震模拟图纸数字化存储技术方案设计分为3个环节:图纸扫描并保存为图形文件、图纸信息录入、图纸信息校验。对图纸扫描过程中的各个参数进行分析研究,并给出参数的选定方法和参考值。对关键技术(信息校验)进行分析研究,设计3种校验规则:文件命名校验规则、非法输入规则和放大倍数校验规则。此外,研发图纸信息录入软件和图纸信息校验软件,完成河北省地震局259 744张地震模拟图纸(有震图纸)的数字化存储。 相似文献
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本文针对中国地震局正在实施的模拟地震资料抢救项目,对我国现存各类模拟地震图纸进行分类,设计实现了适用于模拟地震图纸扫描基础信息录入软件。首先,通过对图纸图章的分析设计了软件的需求功能,并确定了界面风格;其次,根据图纸扫描工作的保密属性,设计运用xml文件格式将扫描图纸的信息保存在本地文件中;最后,设计了图纸信息录入校验规则以及图纸的命名规则,并实现了异常自动提取和一键生成报表等功能,而且易于使用。本文开发设计的软件不仅降低了大量信息人工录入的错误率,而且显著提升了模拟地震图纸扫描录入与校验的工作效率。通过这项工作所获得的成果数据,便于地震科研工作效率的提高。 相似文献
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利用Wamp和Python,设计开发基于Web的测震台网值班管理系统,有效实现值班信息的录入、查询、编辑、统计、打印等功能,并对用户权限进行维护与管理.实际应用表明,该系统具有安全性强、执行率高、可扩展性好等特点. 相似文献
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基于GIS的太原市活断层探测数据管理系统 总被引：1，自引：0，他引：1
将地理信息系统(GIS)技术应用于活断层探测数据管理工作,开发了"太原市活断层探测数据管理系统".系统具备探测信息的录入与存储、查询、展示等功能;利用AOVBA二次开发方式,将探测数据的管理过程便利化、可视化、直接化.最终实现了基础地理信息、地震地质调查数据、地球物理探测数据等活断层探测数据的数据编辑、查询、显示与管理等综合应用. 相似文献
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基于山西省地震局区域中心市县地震前兆数据库,依据中国地震前兆数据库结构规范录入基础数据,使用SQL语言,通过新增字段、创建数据库表和评估清单视图等操作,据山西省“市县地震前兆监测台站名录”三级考核台站的测项信息进行分类,实现山西地震前兆监测台站的三级分类管理及查询,为日常管理及各项业务工作开展提供便利。 相似文献
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从系统需求分析出发 ,介绍了可视化的长江三峡水库诱发地震预测数据库构建的主要内容及其实施技术路线 ,划分了国内外典型的诱震震例以及长江三峡地区基础地理、诱震地质环境和诱发地震前兆监测等相关基础信息的主要类型 ,确定了各类信息的数据库结构和数据格式。在此基础上 ,对各类基础图形进行数字化处理 ,建立了可视化的图形数据库 ;通过其相关属性信息的录入或转换 ,建立了各类图形相应的属性数据库 ;利用GIS技术 ,对图形数据库及其属性数据库进行了无缝集成 ,实现了图形数据与其相应属性数据间的可视化交互式查询、浏览、管理和分析 相似文献
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The quantification and prediction of damage due to different seismic actions to structure types of different strength is an important problem not yet solved in the Earthquake Engineering field. In addition, owing to the fact that macroseismic information cannot be used directly in dynamic calculations, a new problem appears when these are the only kind of data available. Thus, there is a need to estimate a parameter to relate the energy of the ground motion and the damage occurrence, and eventually achieve a better seismic risk assessment. After the study and review of some representative potential damage parameters, attention has been paid to the Arias intensity (unfiltered and filtered in certain frequency ranges) and the Cumulative Absolute velocity (CAV) as the parameters to evaluate the energy of movement, and to relate them with the observed damage. The data used to infer these correlations have been provided by the ENEA-ENEL (Italy). The information consists of strong motion records from the Campano Lucano (1980), Umbria (1984) and Lazio-Abruzzo (1984) earthquakes, and data of damage to buildings in the vicinity of recording instruments (within a maximum radius of 300 m, where the soil conditions remain constant). In this paper, some relations have been obtained to quantify the damage level for different seismic inputs. The results suggest that unfiltered Arias intensity and CAV (for calculation threshold 20 cm/s2) correlate well with the macroseismic information used. Best fits are obtained between the quoted parameters and the observed damage in type A structures. © 1997 by John Wiley & Sons, Ltd. 相似文献
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设定地震法在Arcview中的实现 总被引：3，自引：2，他引：1
设定地震法是指综合区域地震地质资料。本文主要利用我国东部地区的裂工发平台Ａｒｃｖｉｅｗ３．１的程序设计语言Ａｖｅｎｕｅ,完成设定地震的随机输入,以给出地震的经验影响场,并确定场点所度区。 相似文献
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在严格限定地震烈度是一有序分类变量，等震线是烈度分区的外包线的基础上，建立了一种新的地震烈度衰减关系，给出了计算场地地震烈度发生概率的计算公式。 相似文献
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近 10a来 ,干涉合成孔径雷达 (INSAR ,InterferometricSyntheticApertureRadar;简称 :干涉雷达 )测量技术取得了令世人瞩目的成绩 ,已成为极具有潜力的空间对地观测新技术。较详细地介绍了干涉合成孔径雷达、差分干涉合成孔径雷达 (D -INSAR ,DifferentialINSAR ;简称 :差分干涉雷达 )技术的基本原理 ,并以 1997年 11月 8日西藏玛尼地震为例 ,通过三通差分干涉处理 ,获取了玛尼地震前后的地表变形场。通过分析可知 ,变形梯度带与发震断层平行 ,均沿NEE -SWW(2 5 0°)分布 ,断层水平错距近 5m ,最大隆起斜距向位移量为 98cm ,最大沉降斜距向位移量为 95cm 相似文献
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In migration procedures, the velocity profile of the subsurface is the most important input information. Since, in general, this information is only approximately known, errors in the migration output due to errors in the velocity input occur in all practical applications. In migration, velocity errors and depth errors can be interchanged. This interchange property is perfect in the paraxial approximation. From this result it follows that migration with incorrect velocities may still yield correctly migrated data if the imaging principle is modified. This attractive property can be used in the stripping version of migration (recursive migration). 相似文献
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在以前工作的基础上,对模糊聚类分析方法的实用性作了进一步研究。参照中强地震前地震异常的时间、强度及空间变化等特征和研究结果,重新提取了描述地震前兆异常的十项指标。结果表明,用模糊聚类分析方法合理地提取地震前兆异常特征,可以作为新疆地震趋势预测的有益信息,并可获取更好的预测效果。 相似文献
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APPLICATION OF TWO SIMPLIFIED NEWMARK MODELS TO THE ASSESSMENT OF LANDSLIDES TRIGGERED BY THE 2008 WENCHUAN EARTHQUAKE 
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下载免费PDF全文 At present, with the wide application of the Newmark method, various Newmark empirical formulas with different ground motion parameters have been fitted by many researchers based on global strong-motion records. However, the existing study about the Wenchuan earthquake does not quantitatively evaluate the applicability of different Newmark models based on the actual landslides distribution. The aim of this paper is to present a comparison between observed landslides from the 2008 Wenchuan earthquake and predicted landslides using Newmark displacement method based on different ground motion parameters. The factor-of-safety map and critical acceleration(ac)map in the study area are obtained by using the terrain data and geological data. The distribution of Arias intensity(Ia)and PGA in the study area is obtained by using the attenuation formulas of Arias intensity(Ia)and PGA, which is regressed by Wenchuan ground motion records. Based on the distribution of Arias intensity(Ia)and PGA parameters, we obtained the predicted locations of landslide using Newmark regression equations which are generated using global strong-motion records. The results shows that the assessment results can better reflect the macroscopic distribution characteristics of co-seismic landslides, most predicted landslide cells are distributed on the two sides of the Beichuan-Yingxiu Fault, especially the Pengguan complex rock mass in the hanging wall. The abilities to predict landslide occurrence of the two Newmark simplified models are different. On the whole, the evaluated result of simplified model based on parameter Ia is better than that based on PGA parameter. The GFC values obtained by the Newmark model of Ia and PGA parameters are 65.7% and 34.9%respectively. The evaluated result based on Ia can better reflect the macro distribution of coseismic landslides. The Ls_Pred value based on the Newmark model of parameter Ia is 26.5%, and the Ls_Pred value based on the Newmark model of PGA parameter is 10.3%. However the total area of predicted landslides accounts for 2.4% of the study area, which indicates that the predicted landslide cells are greater than the observed landslide cells. This reminds us that depending on the current input of shear strength and ground-motion parameters, we can only conduct landslide hazard assessment in macro areas, the ability to predict landslide can be improved using more accurate topographic data and input parameters. 相似文献
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本文对建筑结构抗震设计时程法所需的输入地震波提出一种基于规范反应谱的、与设防烈度、场地条件、设计近震或远震、结构自振特性有关的选择原则和方法。按远、近震和四类场地标定了反应谱、延性谱和积累损伤谱。通过对六幢不同高度的剪切和弯曲型结构模型的弹塑性分析,表明离差很小。建议在进行结构时程法分析时,按地震加速度反应谱特定的分布规律选择4条加速度记录作为输入计算。两个实际的例子表明按上述方法计算的结果与按底部剪力法计算的结果基本相符。 相似文献
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D. MARSDEN 《Geophysical Prospecting》1973,21(2):266-280
The problem of interpretation of geoelectrical resistivity soundings has been studied and a compromise method of interpretation developed. A simple depth sequence of increasing bed thickness is taken and resistivities assigned to the various layers so that a good fit is obtained to the observed apparent resistivity curve. An initial estimate of the resistivities is made by a direct method but the model is then altered to give an improved fit by the indirect method of curve matching. The whole method is computerized and input data to the computer program consists of spacings and apparent resistivities. The method is extremely rapid, about one third of the computation time is devoted to obtaining the resistivity transform by the method of convolution. A normal type of solution, incorporating additional information if necessary, can also be obtained. 相似文献