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王彦 《地震地磁观测与研究》1988,(5)
一、概述地震观测系统的标定是指用某一标定器作为系统的输入信源,对系统进行实验检测的过程。标定的目的是通过对检测结果的分析和处理,确定观测系统的各种特性,以便正确地分析和解释观测系统的记录结果。数字式地震观测系统的出现,观测手段的进步和发展推动了地震观测系统标定研究工作的进展,也对观测系统的标定提出了更新的要求。 相似文献
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王广福 《地震地磁观测与研究》1981,(1)
文本从地震学和测震学的不断发展需要出发,从理论和实践两个方面阐述了地震观测中的一个基本问题——地震观测系统标定的重要意义、研究方法和发展现状,并结合我国地震观测的实际情况,提出了开展地震观测系统标定研究和提高观测水平的途径。 相似文献
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杨建思 《地震地磁观测与研究》2015,(2):2
<正>"八五"期间,中国提出发展自己的数字地震观测系统,比西方落后近20年,形成的数字地震观测系统分为台网、流动台网和台站3部分。区域台网和流动台网的试验系统分别在北京遥测地震台网和江苏省地震局进行试验,发现并提出了一系列问题。"九五"期间,对改进后的自主研发数字地震现测系统在部分区域台网推幵,改进、推广经历了一段艰辛的历程:经过设备与软件改进, 相似文献
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三维地震观测系统共聚焦分辨率特性分析突破传统以点论证为基础的观测系统分辨率分析方法,面向地质目标定量预测三维观测系统地震成像的空间分辨率和振幅精度.基于Fourier有限差分(FFD)大步长波场延拓和Born-Kirchhoff小步长波场插值递推方法,本文介绍了一种复杂介质条件下三维地震观测系统共聚焦分辨率特性快速分析方法.对给定的速度模型,该方法能够分析拟采用的三维地震观测系统设计方案对复杂构造的成像分辨率与AVP属性,从而为进一步的偏移成像与储层分析提供保证.最后本文以SEG/EAGE三维盐丘模型为例设计满覆盖为16次的三维地震观测系统,并实施三维共聚焦分辨率特性分析. 相似文献
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《地震地磁观测与研究》2016,(4)
正从1996年开始,中国地震局进行了大规模数字地震观测系统建设,通过"中国数字地震监测系统""中国数字地震观测网络"和"中国地震背景场探测"3个重点项目的实施,已建成由国家地震台网、区域地震台网和流动地震台网组成的数字地震观测系统。(1)国家地震台网。国家地震台网是一个覆盖中国的地震监测台 相似文献
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应对巨大地震的应急流动观测系统 总被引:3,自引:0,他引:3
通过“十五”数字地震观测网络项目建设,目前。我国的地震观测系统和地震观测信号传输几乎完全依赖于公共通讯网络。但是,大地震常常严重破坏公共通讯系统,应对巨大地震的流动观测系统就提到迫切的日程。2007年,通过采用无线竞带接入技术,结合中国地震局数字地震观测网络技术,初步建成了应对巨大地震的应急流动观测系统,并在汶川地震现场观测初期发挥了重要作用。 相似文献
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我国首座卫星信道数字化地震台网落成 总被引:1,自引:0,他引:1
文章较为详细地介绍了我国第一座卫星信道数字化地震观测台网各配套仪器的性能,使用环境及整套系统的运行情况和目前在地震观测中所起的作用。作者展望了该系统的发展前景及其对我国地震观测事业的影响。 相似文献
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现有的地震观测网络系统都是基于IPv4协议开发的, 由于IPv4地址的匮乏, 无法对各个台站直接进行数据访问, 只能进行台网级数据访问; 另外, 现有的地震观测网络系统只是简单的通过用户名和密码进行验证, 而且传输时没有对用户名和密码进行加密, 安全性低。 通过研制基于IPv6协议的地震观测网络系统, 开发出了新型的IPv6环境下地震观测系统组网协议, 实现了台站级数据共享的目标; 使用各种类型实时数据加密方法, 保证了数据的完整性和机密性; 建立了新型的证书管理和认证机制; 在实验的基础上, 开发出了现有基于IPv4的地震观测系统向IPv6的过渡技术, 为下一步IPv6技术在地震行业的推广应用打下了良好的基础。 相似文献
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The dynamic identification of a historical masonry palace located in Benevento (Italy) has been carried out. The case study is representative of many buildings located in historic Italian centres. Since the building has been instrumented by the Department of Civil Protection with a permanent dynamic monitoring system, some of the recorded data, acquired in various operating conditions have been analysed with basic instruments of the Operational Modal Analysis in order to identify the main eingenfrequencies and vibration modes of the structure. The experimental results have been compared to the numerical outcomes provided by a detailed three-dimensional Finite Element (FE) model of the building where Soil–Structure Interaction (SSI) has been taken into account. The comparison of experimental vs. numerical frequencies and vibration modes of the palace evidenced the role exerted by the subsoil on the dynamic response of the building. 相似文献
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Time delay problem and its compensation in active control of civil engineering structures were studied. It has been shown by stability analysis of a SDOF system with time delayed feedback that the maximum allowable time delay depends not only on the natural period of the structure but also on feedback gains. We have demonstrated by numerical simulation that the performance of the control system degrades significantly when the time delay is close to this value and it even becomes unstable when time delay is greater than or equal to this value. The maximum allowable time delay decreases with decrease in natural period of the structure as well as with increase in active damping. The paper presents a technique for compensation by modelling time delay as transportation lag. This method ensures the stability of the controlled system as well as the desired response reduction. 相似文献
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在地震监测行业,由于GPS能提供准确的公众时间,授时精度高、性能稳定、维护管理方便等特点得到了普遍应用。但在水利枢纽工程的大坝强震监测中,要想对不同坝段的测点系统进行GPS统一授时,得到更高的时间精度,却存在一定困难。为此,本文重点介绍了如何解决坝体内离坝面较远测点进行GPS精确授时问题及其涉及到的技术要点,解决方案及实施方法,并简述了GPS时间信息的获取方式,对授时过程中产生延时误差的原因进行了详细分析。 相似文献
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D.R. Boyle 《Ground Water Monitoring & Remediation》1992,12(1):120-125
The reliability of filter pack and annular seal emplacements, and the degree of integrity of installed seals, are two of the most important factors to be considered when both installing and later utilizing ground water monitoring wells.
Numerous, and often costly, problems of using existing methods of installing filter packs and annular seals during the construction of ground water monitoring wells have led to the development of a technique of installing these monitoring well components using a dry injection system.
The dry injection system has been used to construct monitoring wells in extremely complex overburden/bedrock environments with a variety of drilling techniques. The system has shown that a high degree of reliability in the, construction of monitoring wells and greater confidence in obtaining representative ground water samples can be achieved over existing methods of filter pack and annular seal emplacement. The system has also been more cost effective than existing methods, especially for deep boreholes and multilevel monitoring system installations. 相似文献
Numerous, and often costly, problems of using existing methods of installing filter packs and annular seals during the construction of ground water monitoring wells have led to the development of a technique of installing these monitoring well components using a dry injection system.
The dry injection system has been used to construct monitoring wells in extremely complex overburden/bedrock environments with a variety of drilling techniques. The system has shown that a high degree of reliability in the, construction of monitoring wells and greater confidence in obtaining representative ground water samples can be achieved over existing methods of filter pack and annular seal emplacement. The system has also been more cost effective than existing methods, especially for deep boreholes and multilevel monitoring system installations. 相似文献
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我国城市化进程的加快使人口与财富高度集中,城市向大型化、复杂化发展,在地震面前变得越发脆弱,而我国多数城市位于地震高危险区,灾害风险迅速攀升。充分借鉴国际减轻地震灾害风险先进理念,结合当今智能技术,开展地震风险评估与监测技术研究,已成为我国当前防震减灾工作的重中之重。国家重点研发计划项目“区域与城市地震风险评估与监测技术研究”以研发高性能区域与城市地震灾害监测及组网观测技术为手段,建立融合工程结构性态、社会和经济等多元信息的区域与城市大震风险动态评价指标体系、评估技术和软件系统平台,并开展应用示范,实现区域与城市地震灾害风险科学化、精准化和动态化评估,为显著提升我国抗御地震灾害风险能力提供关键技术支撑。经过两年的研究,设计并生产了MEMS加速度计样品,提出了观测网络优化布置方法、典型结构台阵优化布设方案和改进的数据多跳路由算法数据传输模式;构建了RC构件可视损伤识别的卷积神经网络Damage-Net,引入强跟踪滤波算法,实现了建筑结构体系时变物理参数的有效追踪,并建立了建筑抗震韧性评价方法;提出了基于计算机视觉的数据异常探测方法、桥梁结构基于弹塑性耗能差率的损伤指数模型和基于卷积神经网络和递归图的桥梁损伤识别方法,建立了桥梁地震破坏监测和性态评估标准 Benchmark模型;分别建立了基于遥感数据的建筑物提取技术、单体建筑结构和区域建筑群结构性能水平恢复函数模型和结构恢复能力计算方法,构建了区域和城市大震风险评估指标体系和风险动态评价模型;提出了基于物联网大震灾害监测系统总体架构、考虑多损伤状态的参数化桥梁地震灾害风险评估模型,开发了建筑群地震灾害仿真系统;初步完成了示范建筑地震监测方案设计,完成了示范桥梁地震监测网络建设和三河市多元信息的数据库建设;初步设计了三河市区域地震灾害监测网络。 相似文献
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This paper presents the implementation details of a real‐time pseudodynamic test system that adopts an implicit time integration scheme. The basic configuration of the system is presented. Physical tests were conducted to evaluate the performance of the system and validate a theoretical system model that incorporates the dynamics and nonlinearity of a test structure and servo‐hydraulic actuators, control algorithm, actuator delay compensation methods, and the flexibility of an actuator reaction system. The robustness and accuracy of the computational scheme under displacement control errors and severe structural softening are examined with numerical simulations using the model. Different delay compensation schemes have been implemented and compared. One of the schemes also compensates for the deformation of an actuator reaction system. It has been shown that the test method is able to attain a good performance in terms of numerical stability and accuracy. However, it has been shown that test results obtained with this method can underestimate the inelastic displacement drift when severe strain softening develops in a test structure. This can be attributed to the fact that the numerical damping effect introduced by convergence errors becomes more significant as a structure softens. In a real‐time test, a significant portion of the convergence errors is caused by the time delay in actuator response. Hence, a softening structure demands higher precision in displacement control. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
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结合波形互相关技术的双差算法在地震定位中的应用探讨 总被引:9,自引:0,他引:9
本文致力于探讨在数字化地震监测大规模发展后,如何更好地将大量丰富的数字化波形信息应用到地震定位领域,从而更大程度地提高地震定位精度问题。笔者认为"结合波形互相关技术的双差定位算法"是一种比较有发展前景的方法,因此分别从基本理论、发展历程、台网实用化过程以及推广使用中可能存在的问题等角度进行分析,探讨该技术在地震定位领域中的发展方向及推广使用的可能性。 相似文献