共查询到19条相似文献，搜索用时 93 毫秒
1.
形变标定格值计算软件 总被引：1，自引：1，他引：0
为提高地壳形变观测仪器格值标定的真实性、准确性和可靠性,根据《地震前兆台网运行管理办法》和《地震前兆台网形变观测与运行工作细则》,针对不同测项、不同仪器标定的规范要求及特点,应用Visual Basic语言编制了格值计算软件。本文主要介绍了软件的使用、格值计算、误差检查方法,结果以全国形变台网中心推荐的Word格式保存。对水管仪、水平摆、垂直摆仪直接从原始文件读取数据,提高了标定精度,实现了格值标定的半自动化。本软件已应用于河北省地震前兆数字化台站工作。 相似文献
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通过分析海空重力测量系统误差的形成机理，我们发现海空重力仪格值标定误差是引起系统性测量偏差的主要因素之一.本文简要介绍了重力仪格值的标定方法，分析论证了格值标定的精度要求，提出了利用东西正反向重复测线检测校正海空重力仪格值的计算模型和补偿方法，分析讨论了该方法的校正精度及其适用条件，利用航空重力实际观测网数据对该方法的合理性和有效性进行了数值验证，证明该方法对消除海空重力测量系统性偏差具有显著作用. 相似文献
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1978年5月使用了18台精度较高的重力仪在南京和北京分别建立了地震系统的重力检定场.本文结合以上成果和有关重力比较测定的资料, 从分析格值变化的各种因素及其产生的误差入手, 说明仪器格值标定的重要性和具体要求, 提出了选建地震系统重力检定场的方法技术和减小格值误差、提高测量精度的可能途径. 相似文献
4.
朱虎 《地震地磁观测与研究》1993,14(1):33-40
地形变仪器常用的标定方法可分两类:一类是间接标定法,它通过测定仪器的某几个参数而计算出仪器的格值,由于换算环节多,容易引进系统误差;另一类是直接标定法,它通过给出的一个已知物理量与仪器的输出信号对比来标定仪器的格值,此种方法精确度高,重复性强。大多数地形变仪可以用直接法标定,本文还介绍了用直接法对水平摆倾斜仪和浮子水管倾斜仪的标定。 相似文献
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介绍了LCR-G型重力仪长、短基线标定格值因子的方法和过程,并对标定结果进行比较。统计了两台重力仪2008—2017年在灵山基线场标定的格值因子,分析了时序变化规律,总结了该种仪器长、短基线标定的优点、不足和适用范围。 相似文献
6.
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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VS型垂直摆倾斜仪是新投入使用的一种地倾斜观测仪器，为提高其标定准确性，应用VB语言编程，进行自动取值计算，可方便快捷、准确地计算格值，提高地震观测资料的可靠性。 相似文献
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L. Sanchez-Ricart 《Bulletin of Earthquake Engineering》2011,9(5):1579-1592
A computer program is developed to test the influence of the structural overstrength to calibrate seismic codes. The program
automatically performs an iterative design-evaluation process to calibrate the seismic code. A numerical example is performed
in order to test the different approaches. The virtual simulation shows that the force reduction factor cannot be directly
deduced from building performance in past earthquakes. This custom of deducing the force reduction factor from the building
performance under past earthquakes artificially increases the ratios elastic spectrum to design spectrum due to the design
structural overstrength. The similitude of the simulation with the historical calibration of the design spectrum in the seismic
codes in the United States of America (USA) is evident. 相似文献
13.
František Hrouda Alan Stephenson Leo Woltär 《Physics of the Earth and Planetary Interiors》1983,32(3):203-208
The magnetic anisotropy of several artificially constructed samples has been measured with different types of instruments in several laboratories. Susceptibility bridge determinations have given consistent results, but the magnitude of the anisotropy determined by the Digico anisotropy delineator is incorrect. For future measurements with this instrument it is necessary to make either a simple calibration change or to make a minor change in the associated computer program. A set of equations for correcting the old published data is given. 相似文献
14.
Application of the soil and water assessment tool model on the Lower Porsuk Stream Watershed 总被引：1，自引：0，他引：1
Watershed models that combine hydrology and water quality are being widely used in integrated watershed management for the determination of best water management practices. In this study, the hydrology of the Lower Porsuk Stream Watershed in Turkey has been modelled with the Soil and Water Assessment Tool to determine optimal water management strategies. The calibration and the validation process have been accomplished using data from two monitoring stations. The model has been run for the 1978–2009 period, and while the 1998–2004 period has been used for calibration, the validation has spanned the whole period. The SWATCup calibration and uncertainty program has been used for this purpose. No significant differences have been detected among different iteration numbers in the calibration period. The monthly Nash–Sutcliffe and R2 performance indicators for the upstream Esenkara station have been 0.74 and 0.88, respectively, for the calibration period, and 0.87 and 0.87, respectively, for the validation period. The Kiranharmani station, which is located close to the watershed outlet, has shown values of 0.59 and 0.72, respectively, for the calibration period, and 0.44 and 0.56, respectively, for the validation period. There are uncertainties in the abstracted irrigation and groundwater quantities that have reflected in the results in the Kiranharmani station, which is more affected as it lies downstream of the irrigation areas. The effects of different irrigation practices on the flow regime have been also investigated. A scenario has been implemented in which drip irrigation wholly replaces conventional furrow and sprinkler irrigation. The scenario has shown increases in stream flows by 87% for the whole year. The adoption of more efficient irrigation practices thus results in reducing the water stress induced by irrigation demands. With this study, a modelling framework has been founded to aid water management applications in the Lower Porsuk Stream Watershed by generating scenarios for best management practices. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
15.
The Lake Suigetsu sediment has been recognised for its potential to create a wholly terrestrial (i.e. non-reservoir-corrected) 14C calibration dataset, as it exhibits annual laminations (varves) for much of its depth and is rich in terrestrial leaf fossils, providing a record of atmospheric radiocarbon. Microscopic analysis revealed that the varve record is curtailed due to the incomplete formation or preservation of annual laminae, necessitating interpolation. The program for varve interpolation presented here analyses the seasonal layer distribution and automatically derives a sedimentation rate estimate, which is the basis for interpolation, and applies it to complement the original varve count. As the interpolation is automated it largely avoids subjectivity, which manual interpolation approaches often suffer from. Application to the Late Glacial chronology from Lake Suigetsu demonstrates the implementation and the limits of the method. To evaluate the reliability of the technique, the interpolation result is compared with the 14C chronology from Lake Suigetsu, calibrated with the tree-ring derived section of the IntCal09 calibration curve. The comparison shows that the accuracy of the interpolation result is well within the 68.2% probability range of the calibrated 14C dates and that it is therefore suitable for calibration beyond the present tree-ring limit. 相似文献
16.
O. K. Kedrov E. O. Kedrov N. A. Sergeyeva L. P. Zabarinskaya V. R. Gordon A. B. Chulkov 《Izvestiya Physics of the Solid Earth》2010,46(11):974-999
The Method of Dynamic Calibration (MDC) of stations of the International Monitoring System (IMS) was developed for calibrating
regions where no underground nuclear explosions were carried out, with the purpose of providing conditions for implementation
of the Comprehensive Nuclear-Test-Ban Treaty (CTBT) in nontrivial cases. Initially, the MDC had been presented in [Kedrov,
2001; Kedrov et al., 2001; Kedrov O.K. and Kedrov E.O., 2003] and then considered in detail in [Kedrov et al., 2008]. The
core of MDC relates to adapting diagnostic parameters for the identification of underground nuclear explosions (UNE) and earthquakes
elaborated for the region of Eurasia, taken as a basic region (BR), for other researched regions that differ from BR in the
character of the attenuation of seismic waves. The unique characteristic of this method lies in the fact that calibration
of diagnostic parameters with the help of attenuation coefficients b
Δ at varied source-station traces is implemented using only natural seismicity data within the limits of an explored region
and does not require special underground chemical explosions. The MDC algorithm is implemented in the research program ”Kalibr”,
which was tested by using the experimental data from Eurasia region. It is shown in this work that MDC can be used for calibration
of regions where a very low level of natural seismicity is observed. According to the results of the calibration of diagnostic
parameters at IMS stations in several regions of North America, Africa, and Asia, the approximate classification of propagation
conditions for seismic signals at source-station traces in platform and tectonically active regions is made. The results for
the development of two research programs, “Spektr” and “Signal”, are presented; this software is intended for automation of
calculation procedures for spectral diagnostic parameters of UNEs’ and earthquakes’ identification by amplitude spectra of
P waves and by the maximal amplitudes of P, S, and LR signals. The application of these programs allowed us to accelerate the whole calibration procedure for a particular source-station
trace using the ”Kalibr” program. 相似文献
17.
A new computer program, FLASH (Flow-Log Analysis of Single Holes), is presented for the analysis of borehole vertical flow logs. The code is based on an analytical solution for steady-state multilayer radial flow to a borehole. The code includes options for (1) discrete fractures and (2) multilayer aquifers. Given vertical flow profiles collected under both ambient and stressed (pumping or injection) conditions, the user can estimate fracture (or layer) transmissivities and far-field hydraulic heads. FLASH is coded in Microsoft Excel(5) with Visual Basic for Applications routines. The code supports manual and automated model calibration. 相似文献
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A direct finite element (FE) method for nonlinear response history analysis of semi-unbounded dam-water-foundation systems has recently been presented. The analysis procedure employs standard viscous-damper absorbing boundaries to model the semi-unbounded foundation and fluid domains and specifies the seismic input as effective earthquake forces—determined from a control motion defined at the foundation surface—at these boundaries. Presented in this paper are several simplifications to this direct FE method that greatly facilitates its implementation in commercial FE software. Also addressed is the modeling of the principal nonlinear mechanisms for concrete dams, calibration of damping in the numerical model to ensure consistency with values measured at actual dams, and practical procedures for implementation of the direct FE method with a commercial FE program. 相似文献
19.
Biaxial testing of unbonded post‐tensioned rocking bridge piers with external replacable dissipaters
The biaxial response of two bridge piers is experimentally investigated. A post‐tensioned precast bridge pier with external replaceable mild‐steel dissipaters is tested under biaxial loading. The performance of the post‐tensioned bridge pier is compared with a conventionally reinforced monolithic bridge pier. The experimental biaxial response is then compared with previous uniaxial experimental testing of identical bridge piers to understand the influence of biaxial loading, specifically concerning post‐tensioned rocking sections. A 3‐dimensional moment–curvature and moment–rotation analysis program is created to generate the monotonic section response of a conventional and post‐tensioned bridge pier. After comparing the accuracy of the section analysis program to the experimental testing of the monolithic pier, the program is validated against the experimental testing of the post‐tensioned bridge pier. This section analysis program is then used in the calibration of a macro‐model to capture the entire cyclic response of the post‐tensioned bridge pier. The macro‐model adopts multiple linear‐elastic compression‐only springs at the rocking interface, combined with non‐linear inelastic springs for each of the mild‐steel dissipaters and returns encouraging results at both local and global levels. The paper concludes with a number of biaxial moment‐interaction design charts for monolithic and post‐tensioned bridge piers as a function of mechanical and geometric section properties. The design charts define the biaxial yield surface at nominal yield and at the design section capacity defined by one of three material limit states. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献