直记式强震加速度仪的动态特性与高频误差分析     

张卫东 《东北地震研究》1994,(1)

本文在时域、频域范围内，对直记式ＱＺＹ型（中国）、ＳＭＡ—１型（美国）、ＳＭＡＣ—Ｂ２型（日本）强震加速度仪的动态特性进行了分析，给出了评价系统跟踪和复现地震加速度信号的快速性、平稳性和准确性的动态性能指标．在此基础上，分析和讨论了直记式加速度仪的高频误差，给出了系统幅频，相频相对畸变误差公式和系统参数设置的误差估计方法，计算了加速度仪系统的高频误差分布．最后，讨论了高频误差的校正方法．  相似文献   

Errors in velocities and displacements deduced from accelerographs: An approach based on the theory of error propagation   总被引：3，自引：0，他引：3  

Stathis C. Stiros   《Soil Dynamics and Earthquake Engineering》2008,28(5):415-420

Based on the theory of errors, and in particular on the law of error propagation and approximation techniques, we present some simple formulae for random errors of velocities and displacements computed on the basis of numerical integration of accelerometer records. These errors are regarded as function of the characteristic errors of accelerometers and of the duration of the signal for velocities, and of the square of the duration of the signal for displacements. Instabilities in the sampling rate introduce additional noise, which is proportional to the sum of the squares of measurements of acceleration, mostly influenced by high peaks. Because of uneven weighting, however, peaks at early stages of the record are more important than in their later stages.  相似文献   

Analyzing the shear strength parameters of the Chiu-fen-erh-shan landslide: integrating strong-motion and GPS data to determine the best-fit accelerogram     

Jian-Hong Wu  Hung-Ming Lin 《GPS Solutions》2009,13(2):153-163

This study adopts the Chiu-fen-erh-shan landslide as a case study for incorporating comprehensive accelerograph and global positioning system (GPS) data to determine the best-fit acceleration data for analyzing a rock avalanche. Previous investigations indicate that the distance from an accelerograph to a landslide site is crucial to determining the best-fit acceleration data to use in conducting a seismic analysis. Unfortunately, the Chiu-fen-erh-shan landslide and its nearest accelerograph station are located in different geological zones. Thus, GPS data were compared to the displacements derived from the accelerograms of nearby monitoring stations to help select the best accelerograph data. This emphasizes that a high density distribution of accelerographs and GPS installations are essential to acquire the best data for the seismic analysis, especially in complex geological zones. After applying the best-fit accelerogram to Newmark’s sliding model and an empirical displacement attenuation formula to back-calculate the shear strength parameters of the sliding surface, a cohesion of 0 kPa and friction angle of the sliding surface of 24.8° were found for this landslide.

Jian-Hong WuEmail: Email:

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