共查询到18条相似文献，搜索用时 156 毫秒
1.
为获得储罐的自振特性(频率和振型),建立2 000 m3敞口锚固式储罐有限元模型,分析储罐壳液耦合模态,得到储罐的前3阶储液晃动频率(0.247,0.418,0.517 Hz)、壳液耦合振动频率(6.087,12.748,21.77 Hz)及相应的振型,其中晃动频率与振动频率分别与文献对比最小和最大误差分别为1.2％,... 相似文献
2.
采用有限元软件ABAQUS建立含不同裂缝工况的压电-混凝土梁机电耦合模型,通过安装在混凝土梁设定位置的压电激励器输入激励信号并实时采集反馈信号,计算应力波信号值与小波包能量值,分析信号值和能量与损伤工况间的内在关系。结果表明,在混凝土梁跨中垂直裂缝和支座处斜裂缝工况下,压电应力波的信号值随裂缝深度的增加而减小;裂缝宽度增至2~3 mm时信号值会有所减小,随后裂缝宽度增加对其影响不再明显。当在裂缝演化方向上的深度达到梁体纵向中心轴高度时,应力波接收信号衰减明显。将信号相对能量值作为损伤程度因子,有利于分析应力波在病损混凝土内部的传播与衰减机理,能有效检测混凝土裂缝损伤程度。 相似文献
3.
介绍基于直接数字合成技术(DDS)研制的正弦激励源系统工作原理,运用matlab-simulink仿真模块仿真正弦激励源数据,结果表明,幅值稳定性可达到10-6~10-7,频率稳定性达到10-4,该系统能解决以往正弦电路中幅值稳定度和高频时频率稳定度差的问题,提高航空重力仪的观测精度。 相似文献
4.
介绍一种利用32路开关芯片及电阻分压网络将直流信号直接转换为交流信号的方法,由于开关管的响应时间很短,因此,振荡器的频率能够达到100kHz以上.通过实验表明,该振荡电路正弦信号具有信号周期稳定、重复性高等特点,适合作为地学仪器的振荡源. 相似文献
5.
《广东海洋大学学报》2015,(4)
在温度22±0.5℃、光照强度100μmol·m-2·s-1的光照培养箱中,以8组不同盐度培养半叶马尾藻(Sargassum hemiphyllum)幼苗(2~3 g/株),研究不同盐度对其生长发育和光合色素合成的影响。结果表明:半叶马尾藻幼苗适合存活和生长的盐度为24.84~35.28,在该盐度范围内幼苗均可正常存活和生长;幼苗最适生长盐度为30.06,质量增长率达到最大,光合色素含量达到最高;24.84~35.28中,幼苗更适合于在高盐端生长。 相似文献
6.
利用中国区域电离层格网数据,采用频谱分析方法研究中国不同区域的电离层周期差异和极值差异,并采用电离层梯度计算法分析不同区域的电离层小尺度时空变化特性。结果表明：1）相比北方区域,南方区域电离层周期性特征更为明显;2）经度变化为5°时,全国范围内的电离层TEC变化值大多在-10~10 TECu之间;纬度变化为2.5°时,全国范围内的电离层TEC变化值大多在-20~20 TECu之间,南北部空间变化特性差异较大,东西部差异较小;3）时间间隔为1 h时,全国范围内的电离层TEC变化值大多在5~25 TECu之间,南北方时间变化特性差异较大,东西部差异较小,但随着时间间隔增大,东西部时间变化特性差异逐渐明显。研究结论可为中国区域的实时电离层建模工作提供理论参考,同时对中国区域的电离层时空变化、电离层磁暴监测研究有一定参考意义。 相似文献
7.
搭建了一套振动台系统,模拟不同频率振动信号对加速度计进行测试,并从信号功率谱密度和积分位移2个方面对其低频测量特性进行分析。实验表明,当振动信号频率高于0.05 Hz时,对加速度计信号进行高通滤波并积分能够恢复出较准确的振动位移;反之,随着信号频率的降低,积分位移误差增大。因此,为解决加速度计低频测量能力不足的问题,利用高采样GNSS与加速度计数据融合的方法,成功恢复了极低频振动信号。研究表明,振动台系统能够为地震监测研究提供良好的基础平台;加速度计准确恢复位移信号的低频下限在003~0.05 Hz左右,研究方法及结果可为加速度计频带的合理选择提供参考;同时,利用高采样GNSS与加速度计融合方法能够有效弥补加速度计低频测量能力不足的缺点,使地震低频位移更加准确可靠。 相似文献
8.
《东北石油大学学报》2018,(2)
应用欧拉—拉格朗日方法,对双锥型液—液分离旋流器的不同粒径的油滴运移轨迹及分离性能进行数值模拟,采用高速摄像技术记录旋流场不同粒径的离散相分离过程。结果表明:在一定范围内,随离散相粒径的逐渐增大,旋流器分离效率逐渐升高。对粒径小于50μm的油滴,分离效率较低,随粒径的逐渐增大,分离效率变化较小。对粒径为100μm的油滴,在旋流场内完成分离时间为2.30s,随粒径的逐渐增大,分离时间逐渐减小。当油滴粒径为100~900μm时,随粒径的逐渐增大,旋流器分离性能逐渐升高。数值模拟结果与高速摄像实验所得规律一致,验证数值模拟结果的准确性。 相似文献
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首先介绍二维经验模态分解（BEMD）方法的基本原理及其关键技术,然后利用模型试验验证BEMD方法分解得到的各分量的实际地质含义,最后将该方法应用到川滇地区2015-09~2016-09流动重力差分动态变化异常多尺度分解中,并对提取的各尺度异常进行分析解释,各分量异常通过重构实现分场。结果表明,湮没在区域异常中的某频率范围内“弱异常”经过分离异常幅值相对增强,区域性异常变化特征更加明显。 相似文献
10.
《地球科学与环境学报》2015,(5)
地震边坡稳定性是岩土工程和地震工程中研究的重点问题之一。针对锚杆格构支护的均质土坡在地震荷载作用下的动力响应,通过振动台模型试验,分析了不同坡高地震加速度和速度响应规律、边坡位移特征及支护结构破坏特征,揭示了均质土坡及其支护结构在地震作用下的变形破坏机理。结果表明:随着振动次数的增加,边坡模型自振频率逐渐降低;低频动荷载作用下坡体上部加速度响应最大,但随着振动频率的增加,放大作用降低,即边坡对低频振动波有放大作用,而对高频振动波却有滤波作用;振动频率较小时,坡体整体速度较大,但不同高度差异较小,破坏并不明显;振动频率接近模型边坡自振频率时,坡体上部速度最大,下部速度最小,且变化明显,破坏性最大;动荷载作用过程中,滑坡体的变形模式表现为旋转位移和水平位移,滑体和基体间相对位移上部较大;支护结构破坏时,上层锚杆和中层锚杆被拔出,上部格构发生严重隆起;虽然边坡做往复运动,但最终仍有一定相对位移;在设计支护结构时,要适当加长上部锚杆的长度,并且对中、上部格构进行补强。 相似文献
11.
碳酸盐岩声波传播特征具有重要的应用价值,系统性地分析流体类型、流体压力、温度及围压对碳酸盐岩声波速度与频谱特性影响的研究仍需加强。选取四川盆地合川-潼南地区灯影组缝洞碳酸盐岩,开展了不同条件下的声波透射实验,分析了围压、孔隙压力、压力差、温度及流体类型对碳酸盐岩样品声波速度的影响及不同条件下透射声波的主频特征。研究结果表明：饱和地层水时声波速度对压力变化的敏感度较饱和氮气时低。压力变化过程中,声波速度变化幅度与岩样孔隙度为正相关关系。实验温度范围内,随着温度逐渐升高,饱和地层水、氮气岩心纵波速度、横波速度均小幅降低。当差应力较低时,通过改变孔隙压力来改变差应力的方式对应的声波速度大于通过改变围压来改变差应力方式对应的声波速度,当差应力较高时,结论相反。相同差应力条件下,声波速度对围压变化较孔隙压力变化更为敏感。定围压变孔隙压力与定孔压变围压曲线所对应的2条声波速度-差应力关系曲线的夹角及斜率差可定性反映岩样动态Biot有效应力系数相对大小。随着差应力增大,孔隙压力对有效应力的贡献逐渐降低。随着孔隙压力增大,纵波主频幅值、横波主频幅值均逐渐下降,随着围压增大,纵波主频幅值、横波主频幅值均... 相似文献
12.
In order to investigate the permeability of porous media,it is necessary to figure out the property of wave propagation in this medium. The authors calculated the full waveforms and the 2-dimensional spectrum of fluid saturated porous media,analyzed the wave propagation characteristics of different permeable stratums. From the theoretical acoustic pressure waveform received at the well-axis and the 2-D spectrum it is revealed that longitudinal-,transverse-,Stoneley-,pseudo-Rayleigh-,longitudinal mode-and transverse mode waves are different in characters in various permeable strata. Stoneley wave is sensitive to the change of permeability,and its frequency range and amplitude attenuation are influenced by permeability. 相似文献
13.
KAN Guangming MENG Xiangmei WANG Jingqiang CAO Guolin LI Guanbao LIU Baohua ZHI Pengyao 《中国海洋大学学报(英文版)》2022,21(1):91-100
To accurately characterize the shear wave speed dispersion of seafloor sediments in the northern South China Sea,five types of sediments including silty clay,clayey silt,sandy silt,silty sand,and clayey sand were selected,on which the measurements of the shear wave speed at 0.5-2.0 kHz and related physical properties were performed.Results reveal that the shear wave speed of sediments increases as the frequency increases,and the dispersion enhanced in the sediments in the order of silty clay,clayey silt,sandy silt,silty sand,and clayey sand,at a linear change rate of 0.727,0.787,3.32,4.893,and 6.967 m s?1 kHz?1,respectively.Through regression analysis,linear and logarithmic regression equations for the correlation between shear wave speed and frequency were established for each sediment type and the determination coefficients of regression equations indicate that the correlation is closer to a logarithmic relationship.The Grain-Shearing(GS)and Biot-Stoll models were used to calculate the shear wave speed dispersion of the five sediment types,and the comparison between theoretical prediction and measured results of shear wave speeds shows that the GS model can more accurately describe the shear wave speed dispersion characteristics of these sediments in the frequency band of 0.5-2.0 kHz.In the same band,the predictions obtained by using the Biot-Stoll model are significantly different from the measured data. 相似文献
14.
基于GPS数据对2015年尼泊尔MW7.8地震引起的同震电离层扰动进行统计与FFT频谱分析,探究地震电离层TEC扰动传播的时空特性。结果表明,震后5 min起出现明显的TEC扰动异常现象,持续时间超过6 min,呈现增大-减小-增大的变化趋势;扰动由震中向东、东北等方向传播,速率分别为2 336.36 m/s和455.52~937.64 m/s;扰动的中心频率为3~7 mHz,符合瑞利波与声波引发的扰动频段。 相似文献
15.
Xudong Zhang Jie Zhang Chenqing Fan Junmin Meng Jing Wang Yong Wan 《中国海洋大学学报(英文版)》2018,17(3):487-497
The 21st century Maritime Silk Road(MSR) proposed by China strongly promotes the maritime industry. In this paper, we use wind and ocean wave datasets from 1979 to 2014 to analyze the spatial and temporal distributions of the wind speed, significant wave height(SWH), mean wave direction(MWD), and mean wave period(MWP) in the MSR. The analysis results indicate that the Luzon Strait and Gulf of Aden have the most obvious seasonal variations and that the central Indian Ocean is relatively stable. We analyzed the distributions of the maximum wind speed and SWH in the MSR over this 36-year period. The results show that the distribution of the monthly average frequency for SWH exceeds 4 m(huge waves) and that of the corresponding wind speed exceeds 13.9 ms~(-1)(high wind speed). The occurrence frequencies of huge waves and high winds in regions east of the Gulf of Aden are as high as 56% and 80%, respectively. We also assessed the wave and wind energies in different seasons. Based on our analyses, we propose a risk factor(RF) for determining navigation safety levels, based on the wind speed and SWH. We determine the spatial and temporal RF distributions for different seasons and analyze the corresponding impact on four major sea routes. Finally, we determine the spatial distribution of tropical cyclones from 2000 to 2015 and analyze the corresponding impact on the four sea routes. The analysis of the dynamic characteristics of the MSR provides references for ship navigation as well as ocean engineering. 相似文献
16.
利用尼泊尔周边区域6个IGS GPS跟踪站数据,对2015-04-25尼泊尔地震激发的电离层扰动进行分析。结果表明,地震发生后,尼泊尔上空电离层总电子含量（total electron content,TEC）存在不同频率的电离层扰动,扰动中心频率约为3 mHz和4 mHz。前者发生在震中附近1 000 km左右的范围,后者范围达2 000 km,推断其分别为地震破裂产生的声重波信号以及瑞利波向上传播到电离层所激发的异常扰动信号。联合两个频率扰动信号,根据观测的扰动位置以及经验扰动速度反演震中位置,结果与实际情况符合较好。 相似文献
17.
The validation and assessment of Envisat advanced synthetic aperture radar (ASAR) ocean wave spectra products are important to their application in ocean wave numerical predictions. Six-year ASAR wave spectra data are compared with one-dimensional (1D) wave spectra of 55 co-located moored buoy observations in the northern Pacific Ocean. The ASAR wave spectra data are firstly quality control filtered and spatio-temporal matched with buoy data. The comparisons are then performed in terms of 1D wave spectra, significant wave height (SWH) and mean wave period (MWP) in different spatio-temporal offsets respectively. SWH comparison results show the evident dependence of SWH biases on wind speed and the ASAR SWH saturation effect. The ASAR wave spectra tend to underestimate SWH at high wind speeds and overestimate SWH at low wind speeds. MWP comparison results show that MWP has a systematic bias and therefore it should be bias-modified before used. The comparisons of 1D wave spectra show that both wave spectra agree better at low frequencies than at high frequencies, which indicates the ASAR data cannot resolve the high frequency waves. 相似文献
18.
《中国海洋大学学报(英文版)》2015,(6)
Wave pressure on the wet surface of a V-shaped floating breakwater in random seas is investigated. Considering the diffraction effect, the unit velocity potential caused by the single regular waves around the breakwater is solved using the finite-depth Green function and boundary element method, in which the Green function is solved by integral method. The Response-Amplitude Operator(RAO) of wave pressure is acquired according to the Longuet-Higgins' wave model and the linear Bernoulli equation. Furthermore, the wave pressure's response spectrum is calculated according to the wave spectrum by discretizing the frequency domain. The wave pressure's characteristic value corresponding to certain cumulative probability is determined according to the Rayleigh distribution of wave heights. The numerical results and field test results are compared, which indicates that the wave pressure calculated in random seas agrees with that of field measurements. It is found that the bigger angle between legs will cause the bigger pressure response, while the increase in leg length does not influence the pressure significantly. The pressure at the side of head sea is larger than that of back waves. When the incident wave angle changes from 0? to 90?, the pressure at the side of back waves decreases clearly, while at the side of head sea, the situation is more complicated and there seems no obvious tendency. The concentration of wave energy around low frequency(long wavelength) will induce bigger wave pressure, and more attention should be paid to this situation for the structure safety. 相似文献