共查询到20条相似文献，搜索用时 140 毫秒
1.
991型超低频测振仪 总被引：4，自引：0，他引：4
本文介绍了 991型超低频测振仪的原理和技术性能 ,它可用于大跨度桥梁和高层建筑的超低频(0 .0 5Hz)大位移 (± 4 0 0mm)的振动测量 ,亦可用于其它结构的低频振动测量 相似文献
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《地震工程与工程振动》2002,(1)
《工程振动测量仪器和测试技术》 一书问世 （本刊记者） 中国地震局工程力学研究所杨学山研究员编著的《工程振动测量仪器和测试技术》一书已于２００１年１０月由中国计量出版社出版。 该书就工程振动测量仪器和与工程振动有关的实验技术作了较为系统的介绍。全书共分１８章，主要内容包括：工程测振仪基本理论、与工程测振有关的各种拾振器、与工程振动有关的各种激振设备、工程测振仪的校准以及工程振动测量中的其他技术问题等。该书侧重于土木建筑工程中低频或超低频振动测量的仪器和实验技术。 该书可作为有关专业研究生的教材，也可… 相似文献
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速度型拾振器低频特性的拓展技术研究 总被引：10，自引：6，他引：4
本文介绍了速度型拾振器低频特性的拓展技术研究．在小体积的往复式摆上利用无源伺服技术、有源伺服技术和闭环极点补偿技术,实现了速度型拾振器低频特性和测量量程的扩展,满足了(超)低频工程振动测量的需要。 相似文献
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宽频带超低频标准振动台的研究 总被引：1，自引：1，他引：0
主要介绍了为中国地震局工程力学研究所振动计量实验室的技术升级项目研制的垂直和水平超低频振动台.水平振动台采用单导轨结构,大大提高了振动位移,达150mm(p-p),同时加宽了使用频率范围,可从0.01～250Hz ,而且加工、安装、调试、维护都十分方便.振动台取消了机械弹簧,代之以自动控制电弹簧,比原振动台的超低频性能大为改善,在控制方面,采用相对速度与绝对速度复合反馈技术.振动台的波形失真度,振级稳定性、横向振动比、低频背景噪声等各项技术指标达到或超过国际标准,为低频、超低频振动传感器的检定提供更精更准确的检定装置. 相似文献
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超低频振动测量中振动参量及仪器的选择 总被引：1，自引：0，他引：1
本文讨论了超低频振动测量中的参量选择问题,指出以位移和速度参量为宜,同时强调拾振器应采用有源伺服式速度计。文中给出了两种超低频振动测量问题的实例。 相似文献
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应泽成 《地震地磁观测与研究》1985,(4)
波形的非线性失真度是评定振动台运动精度的一项重要技术指标,而目前国内外还没有直接测量波形频率低于2Hz的失真度仪,这就限制了低频标准振动台的使用范围,而这正是地震系统及其它一些低频测振系统共同关心的部分。本文提出的超低频波形失真度测量法,是应用FFT方法在频域上展示并量取各次谐波幅值,通过简单计算得出超低频失真度量值。我们已用该方法对中国计量科学院生产的垂直向低频标准振动台和水平向振动台作了频率低于2Hz的失真度量值测试,并获得结果。在国内首次扩大了该套振动装置的使用频率下限,为地震仪及低频测振仪的标定工作作出了贡献。该方法也适用于其它如机电转换装置及电信号发生、记录、转换装置的失真度量值测试。 相似文献
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超低频振动问题在工程实践中广泛存在,并且受到越来越多的关注。本文在分析国内外超低频振动校准系统的研究现状的基础上,以超低频振动校准系统为核心,通过理论分析、程序仿真和实验研究,建立了一套可以有效减小振动台失真的系统,并获得了良好的实际效 相似文献
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本文介绍了仪器的原理、特点及技术性能,它主要用于测量大型旋转机械及工程结构等低频振动的位移值。该仪器不仅能够测量振动的时程曲线,而且还具有峰值保持功能,可直接显示出测点的峰一峰位移值。 相似文献
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891型测振仪由拾振器和放大器组成。采用拾振器无源伺服技术,选取小运动质量的高自振频率往复摆,扩大了使用频率范围和幅值测量范围;采用了微型开关,与放大器放大、积分结合,实现了一机多用的目的,可测量位移、速度和加速度。使用频率范围为0.5—100HZ,最大可测位移为150mm,最大可测加速度为80m/s~2。可用于结构脉动测量、桥梁振动测量、桩基动测、波速测量、爆破中距离测量等。 相似文献
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The evidence attesting to the possibility of the largest spectral maximum in seismic noise with a peak frequency of 0.14–0.22 Hz to form as a result of low-frequency dissipation of elastic wave energy in rocks is presented. According to this mechanism, elastic wave energy in rock, which can be considered as a two-component medium (solid matrix + pore water), is dissipated in the form of low-frequency pulses whose energy is the lower the smaller the coefficient of porosity. It is assumed that weak seismic events continuously occur in the frequency range above 6 Hz, and their dissipated energy is a source of the low-frequency noise. 相似文献
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Stochastic finite-fault modeling is an important tool for simulating moderate to large earthquakes. It has proven to be useful in applications that require a reliable estimation of ground motions, mostly in the spectral frequency range of 1 to 10 Hz, which is the range of most interest to engineers. However, since there can be little resemblance between the low-frequency spectra of large and small earthquakes, this portion can be difficult to simulate using stochastic finite-fault techniques. This paper introduces two different methods to scale low-frequency spectra for stochastic finite-fault modeling. One method multiplies the subfault source spectrum by an empirical function. This function has three parameters to scale the low-frequency spectra: the level of scaling and the start and end frequencies of the taper. This empirical function adjusts the earthquake spectra only between the desired frequencies, conserving seismic moment in the simulated spectra. The other method is an empirical low-frequency coefficient that is added to the subfault corner frequency. This new parameter changes the ratio between high and low frequencies. For each simulation, the entire earthquake spectra is adjusted, which may result in the seismic moment not being conserved for a simulated earthquake. These low-frequency scaling methods were used to reproduce recorded earthquake spectra from several earthquakes recorded in the Pacific Earthquake Engineering Research Center (PEER) Next Generation Attenuation Models (NGA) database. There were two methods of determining the stochastic parameters of best fit for each earthquake: a general residual analysis and an earthquake-specific residual analysis. Both methods resulted in comparable values for stress drop and the low-frequency scaling parameters; however, the earthquake-specific residual analysis obtained a more accurate distribution of the averaged residuals. 相似文献
13.
地震低频伴影的数值模拟与应用 总被引：11，自引：2，他引：9
Strong low-frequency energy beneath a hydrocarbon reservoir is called a seismic low-frequency shadow and can be used as a hydrocarbon indicator （Tarter et al., 1979） bu the physical mechanism of the observed low-frequency shadow is still unclear. To stud） the mechanism, we performed seismic numerical simulation of geological models with a hydrocarbon-bearing zone using the 2-D diffusive-viscous wave equation which car effectively model the characteristics of velocity dispersion and transform the seismic dat~ centered in a target layer slice within a time window to the time-frequency domain by usinl time-frequency signal analysis and sort the frequency gathers to common frequency cubes. Then, we observe the characteristics of the seismic low-frequency shadow in the common frequency cubes. The numerical simulations reveal that the main mechanism of seismic lowfrequency shadows is attributed to high attenuation of the medium to high seismic frequency components caused by absorption in the hydrocarbon-filled reservoir. Results from a practical example of seismic low-frequency shadows show that it is possible to identify the reservoir by the low-frequency shadow with high S/N seismic data. 相似文献
14.
A new energy density calculation method for reservoir delineation using seismic low-frequency signal
Xin Luo Xuehua Chen Yingkai Qi Jidong Yang Jie Zhang Wei Jiang 《Geophysical Prospecting》2020,68(8):2518-2535
In comparison to high-frequency signals, low-frequency seismic signals suffer less from scattering and intrinsic attenuation during wave propagation, penetrate deeper strata and thus can provide more energy information related to the hydrocarbon reservoirs. Based on the asymptotic representation for the frequency-dependent reflections in the fluid-saturated pore-elastic media, we first derive a novel equation of the reservoir energy density and present an efficient workflow to calculate the reservoir energy density using low-frequency seismic data. Then, within a low-frequency range (from 1 to 30 Hz), we construct an objective function to determine the optimal frequency, using the energy densities calculated from the post-stack seismic traces close to the wells. Next, we can calculate the reservoir energy density using the instantaneous spectra of optimal frequency at the low-frequency end of the seismic spectrum. Tests on examples for synthetic and field data demonstrate that the proposed reservoir energy density can produce high-quality images for the fluid-saturated reservoirs, and it produces less background artefacts caused by elastic layers. This method provides a new way to detect the location of hydrocarbon reservoirs and characterize their spatial distribution. 相似文献
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地震前低频事件的实验研究 总被引：13，自引：0，他引：13
介绍了几种强震前超低频事件的观测证据,并通过实验,研究了产生和传播机理。初步结果表明,微破裂的集结和断层的破裂起始会出现超低频脉冲,并透射到空气中形成次声波。塑性体的冲击或超临界流体的膨胀比脆性破裂更容易激发（超）低频波,且不伴随明显高频辐射成分。这样可以较为合理地解释震前“平衡”背景下的（超）低频事件。对实验中破坏前的低频脉冲给出了断裂力学解释。断裂力学的实验和膨胀－－扩容理论证明了震前会产生断层的张裂隙,从而为超临界流体提供了运移空间。流体在运移过程中突然涨缩会激发（超）低频辐射波。讨论了改进（超）低频事件的观测条件问题。 相似文献
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This study proposes a recording-based approach to characterize and quantify earthquake-induced site nonlinearity, exemplified as soil nonlinearity and/or liquefaction. Alternative to Fourier spectral analysis (FSA), the paper introduces time–frequency analysis of earthquake ground motion recordings with the aid of so-called Hilbert-Huang transform (HHT), and offers justification for the HHT in addressing the nonlinear features shown in the recordings. With the use of the 2001 Nisqually earthquake recordings, this study shows that the proposed approach is effective in characterizing site nonlinearity and quantifying the influences in seismic ground responses. Major results from this study are listed below.
- 1. HHT-based site amplification is defined as the ratio of marginal Hilbert amplitude spectra, similar to the Fourier-based one that is the ratio of Fourier amplitude spectra. The HHT-based site amplification can be used in effectively quantifying site nonlinearity in terms of frequency downshift in the low-frequency range and amplification-reduction factor in intermediate-frequency range in comparison with the Fourier-based one.
- 2. Instantaneous damping, and Hilbert and marginal Hilbert damping spectra are defined in ways similar to instantaneous frequency, and Hilbert and marginal Hilbert amplitude spectra, respectively. Consequently, the HHT-based site damping is found as the difference of marginal Hilbert damping spectra, which can be used as an alternative, complementary index to measure the influences of site nonlinearity in seismic ground responses.
Keywords: Site nonlinearity; Site amplification; Site damping; Hilbert-Huang transform (HHT); Liquefaction; 2001 Nisqually earthquake 相似文献
19.
Recently, one of the authors (A. V. G.) developed a theory of low-frequency plasma irregularities which are created as a consequence of neutral turbulence in the D and lower E regions. In the following this theory will be applied to coherent backscatter experiments with radars in a frequency range between 5 and 150 MHz. We discuss the dependence of the backscatter cross-section on ionospheric as well as on turbulence parameters. The backscatter increases strongly with decreasing radar frequency. Above 15 MHz the effects discussed here can probably only be detected by very powerful radars with large antenna arrays. 相似文献