共查询到20条相似文献，搜索用时 531 毫秒
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范涛 《地震地磁观测与研究》1994,(4)
北京台网拾震器电压灵敏度标定解析范涛（中国北京１０００８１国家地震局地球物理研究所）拾震器的输出电压灵敏度Ｓ＿（１２）是地震仪器的主要基本参数之一，它直接影响观测系统放大率的准确性，进而影响数据处理的精度。近几年来，北京台网对安装在地面上的转动型拾震... 相似文献
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王家行 《地震工程与工程振动》1988,(2)
本文对RLJ-Ⅰ型差容式力平衡加速度计的工作原理和理论计算进行了比较详尽的介绍和讨论,文中提出了力平衡加速度计的“自标定”方法并给出了技术指标检定和实测结果。 相似文献
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本文报道一种构建宽频带高分辨率超导重力仪（SG）的方法.与已商业化的GWR超导重力仪类似,新型超导重力仪同样使用磁悬浮超导检验质量来构建弹簧振子结构,不同的是弹簧振子的固有频率更高,可以有效覆盖地脉动频带.同时,利用基于超导量子干涉器件（SQUID）的位移传感技术,大幅提高了位移传感灵敏度,以保证仪器在测量带宽扩展之后仍具有与GWR仪器相当的测量分辨率,从而实现对时变重力信号与地球背景噪声信号的同时高分辨观测.宽频带超导重力仪核心部件垂向超导加速度计（VSA）的设计、组装和初步测试已经完成.结果表明,加速度计的噪声本底为8 μGal/Hz1/2@0.1 Hz,实现了对地脉动信号的高分辨率测量.而为了将仪器噪声本底降低到GWR仪器水平,加速度计的固有频率需要进一步减小,该部分参数优化工作正在进行.本文将对垂向超导加速度计的工作原理、结构和测试结果进行详细介绍. 相似文献
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地震仪系统的灵敏度是计算地震震级的重要参数之一。由于获得灵敏度数值的方法比较复杂,且会对地震台网的正常运行造成一定程度的影响,因此本文通过地震台网每13的脉冲标定及时掌握地震仪系统灵敏度的变化情况。本文讨论了对于EDAS-24B数采,当A／D转换因子Kad由高（低）档位变到低（高）档位时,这种变化对震级的影响大约为＋0．3级。 相似文献
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地震观测系统标定的完整含义包括系统特性的测定和系统灵敏度的测定。系统灵敏度标定的最佳方法是振动台标定。由于地震台站不具备振动台标定的条件,因而目前普遍采用电动式力激励稳态正弦波标定的方法,即由一组正弦标定波形自动计算出幅频特性,并得到系统灵敏度。要实现计算程序的自动化,那么正弦标定波形组起始点的判断尤其重要。文章结合滑动短长平均法和AIC算法,提出了一种自动判别正弦标定波形组起始点的方法。 相似文献
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气象三要素仪作为辅助观测仪器,需要对其传感器进行现场校准。基于VB平台,开发气象三要素校准表计算及生成软件,具有自动计算并生成气象三要素校准表的功能,可为气象三要素现场校测节省时间,提高效率和准确率,值得推广。 相似文献
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本文讨论了一种外加机械负载来标定电动式机电换能器和地震仪的互易法.介绍了互易法的原理.并对北京宣武测振仪器厂生产的电动换能器和电动地震仪进行了标定.结果表明, 互易法标定与振动台标定符合较好. 相似文献
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The output from the hydraulic vibrators typically used for land seismic surveys is controlled by monitoring the acceleration measured by accelerometers mounted on the reaction mass and baseplate. The considerable energy output by such vibrators, which are coupled with the sensitivity of the accelerometers used, results in crosstalk if more than one vibrator is being used. In this paper, we present the results of a field experiment in which we measured the crosstalk between two adjacent vibrators. We found that the level of crosstalk was approximately ‐20 dB when the vibrators were adjacent but decreased with increasing frequency and separation. This result has implications for measurements of vibrator performance, source‐signature deconvolution, and in particular, estimates of the total energy output by a fleet of vibrators. 相似文献
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A triple axis borehole magnetometer is described that consists of a Förster-probe (fluxgate) triplet (sensitivity 1 n T), a Förster-probe gradiometer (sensitivity 2 nT/40 cm), a gyro unit (mean angular drift approx. 0.5°/h) which is equipped with accelerometers (sensitivity 1/100°), and a data transmission unit (with multiplexer and 16-bit AD converter). The sensitive fluxgate-magnetometer can detect weakly magnetic or small source bodies. Data from the gyro and the accelerometers allow the 3-component magnetic field values to be transformed to north, east and vertical components. Since they do not rely on magnetically-determined directional data, the results are not disturbed by local anomalies of the magnetic declination. Furthermore, the magnetometer can also be used in vertical boreholes. 3-component measurements are carried out at discrete points in the neighbourhood of a source body to locate its position, and within the source body to determine the direction of magnetization. The strength of magnetization and information on magnetic classification are obtained by continuous measurement of one or more components within the source body. Calculation algorithms and computer programs are available to simplify data processing and interpretation. Survey examples are discussed. 相似文献
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VS型垂直摆倾斜仪标定自动计算方法 总被引：1，自引：1，他引：0
通过对VS型垂直摆倾斜仪标定计算方法的深入研究,采用编程方法实现标定时段的波形绘制、自动从ORG文件提取标定数据并计算格值、结果自动导出Excel表格等功能,解决了手工计算标定数据步骤烦琐易出错的问题,该方法已应用于福建省地震局龙岩地震台和厦门地震台,效果良好. 相似文献
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强震动观测仪器面临的机遇和挑战 总被引：1，自引：1，他引：0
本文介绍了国内外强震仪、力平衡加速度计、烈度计、MEMS加速度仪等强震动观测仪器的发展历史与现状,概述了强震动记录中典型异常波形产生的原因和力平衡加速度计的仪器响应误差及校正,建议了解决强震仪器缺陷的措施,分析了强震仪在强震动观测发展中面临的机遇和挑战。研究结果如下:① 进行强震动记录异常波形的研究是有针对性改进现有强震仪存在问题的很好途径;② 早期数字强震仪（力平衡加速度计频带范围0至30Hz）获取的强震动记录应进行仪器校正;③ 应跟踪强震动观测新方法和相关领域新技术,发展MEMS加速度仪和光纤加速度仪等新型仪器。 相似文献
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采用水平层状各向异性介质中的磁流源并矢Green函数计算定向电磁波传播随钻测量的幅度衰减和相位移.分析了定向电磁测量的探测范围和对地层界面的灵敏性,研究了地层各向异性、地层相对倾角和接收天线倾角对定向测量的影响.计算结果表明,频率越低、线圈距越大、目的层和围岩层电阻率对比度越大,定向电磁测量的探测范围越大.随着接收天线倾角的增加,定向幅度衰减在接近地层界面时的变化更加明显,对地层界面的灵敏性增加.采用对称天线结构可消除定向测量信号在远离地层界面处对地层各向异性和地层相对倾角的依赖,实现对地层界面的准确预测. 相似文献
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All digital seismic recorders of the Crimean seismological network are equipped with sensors inherited from galvanometric recording. Long-term channels are equipped with SKD sensors, and shortterm channels are equipped with SM3, SKM, SKH, and S-5-S sensors. The instruments periodically undergo preventive maintenance due to wear and long operation life. There are no equipment specialists at peripheral stations. All necessary installation, preventive maintenance, adjustment, and calibration work is done by specialists from the Institute of Seismology and Geodynamics’ hardware and software support team during business trips. In this regard, an urgent need arose for the real-time control of velocimeter parameters and the entire end-to-end measuring and recording channel. Experience at peripheral seismic stations and temporary seismic observation points not equipped with shaking tables has demonstrates the convenience of calibrating short-term seismic channels using a reference standard calibrated mobile digital seismic station. This station is assembled based on a Baikal-8 digital seismic recorder and SK1-P three-component sensor. The reference standard is precalibrated on the shaking table located at the Simferopol seismic station. The paper describes the calibration of the reference standard on a shaking table and different approaches to calculating the main parameters of a velocimeter. The relationship is obtained between the main parameters of the velocimeter and the extremum times and zeros of the velocimeter response function to a displacement step. It is possible to control the velocimeter parameters in real time the obtained formulas, even in the field using. Of special note is the idea of calibrating seismometric channels with respect to the reference standard, which can be implemented without forced external actions. A new method for calibrating a digital seismic station using a reference standard is described, based on analysis of the ratio of microseismic background spectra. The parameters of the calibrated station are determined using synchronous recording of the microseismic background and the mathematical optimization package in OriginLab software. The formulas for calculating velocimeter parameters using a standard are given, which make it possible to determine the complex frequency response of the digital station. This is a convenient method because it is real-time and calibration does not require laboratory conditions, the use of microseisms, or the ability to determine all parameters of endto- end measuring and recording channels simultaneously. 相似文献
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This paper focuses on using high-frequency GAP-SENSORs (GSs), accelerometers, and load cells in a laminar shear box (LSB) filled with loose Toyoura sand to understand the effects of impact loads and cyclic shaking at 1-G on soil properties. The shear wave velocity at small strain (Vs) was calculated directly from first arrival reference using displacement time-history of two GSs under impact loading. Moreover, from first peak using the reduced deformation amplitude technique, damping ratio was calculated. In addition, shaking table tests were performed under harmonic loading with amplitude of acceleration inside the model ground varying from 0.02 g to 1 g. The frequencies of excitation varied from 1 Hz to 10 Hz. GSs and inside accelerometers were used to directly measure the outside lateral deformation and shear stress at different elevations of LSB, respectively. Results show that the shear modulus (G) and the damping ratio (D) behavior of model sand are generally consistent with the behavior presented by similar tests using only accelerometers. In addition, damping ratio increases as frequency loading increases. Characteristic changes in two shear stress components in shaking loading conditions were also investigated using high precision inside load cells. 相似文献
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Chung-Jung Lee Wen-Yi Hung Chen-Hui Tsai Ting Chen Yichun Tu Chin-Cheng Huang 《Bulletin of Earthquake Engineering》2014,12(2):717-734
This paper presents a pre-shaking technique for measuring the $V_{s}$ profile of sand deposits and determining the natural frequencies of the sand bed and soil-structure system in a centrifuge model at an acceleration of 80 g. The pre-shaking technique is a non-destructive test. It uses a shaker as a wave generation source and a vertical array of accelerometers embedded in the sand bed and the accelerometers attached to the pile head as receivers. The pre-shaking method can be easily used for in-flight subsurface exploration ( $V_{s}$ profile measurements) and in-flight system identification of soil-structure systems (natural frequency measurements). A soil–pile centrifuge model is used to demonstrate the versatility of pre-shaking during a routine centrifuge shaking table test. This paper discusses the testing setup, testing procedures, related SI techniques, and signal processing for the soil–pile system. The natural frequencies measured by the pre-shaking tests are consistent with theory-based results. This technique can be conducted at any time before and after major earthquake events occur in a test. 相似文献