地震检波器的参数受温度影响的研究

研究温度对动圈式地震检波器的参数的影响．在对精密测量的地震检波器的参数进行数据分析的基础上，揭示了地震检波器输出电阻、自然频率、阻尼和灵敏度等4个参数的温度响应，分析讨论了有关参数对温度的变化规律．提出了控制这种变化的对策，初步实验结果证实了其可行性．最后，指出地震检波器参数的变化是可控的，同时认为如无原理上的重大改进，高精度的超级检波器最可能实现在10-20Hz频率范围中．     

过阻尼地震检波器阻尼系数测量的研究

对动圈式恒速度型过阻尼地震检波器相对阻尼系数的测量方法进行了研究。首先引入了动圈式地震检波器的运动方程和输出方程,随同参数定义给出了这种检波器对直流电流的响应函数;然后讨论了当前两种过阻尼系数的测量方法———经典的参数辨识法及两点法,明确了它们的适用范围;最后提出了一种线性方法。根据该方法,相对过阻尼系数能够表示成检波器响应曲线的半峰高宽度和检波器自然频率乘积的线性函数。研究表明,利用本方法可在较宽阻尼范围取得更好性能,且该方法便于硬件实现。     

地震检波器弹性元件的强度计算和实验研究

本文分析研究了石油勘探用地震检波器弹性元件的断裂原因,对其在静载情况下的应力分布进行了有限元分析和光弹性实验研究,并对弹性元件做了改进。实验表明,改进后弹性元件的工作寿命较改进前有大幅度提高.     

地震检波器特性参数识别的一种新的正弦扫频恒流激励方法

提出一种新的正弦扫频恒流激励法,依此建立了适合不同动圈式地震检波器参数测量的8参数与9参数模型,并给出了检波器固有频率、灵敏度、阻尼比和线圈电感量的测量与识别方法。理论分析、参数识别和与振动台激励法测试的比较结果均显示,此方法测量的频响函数信噪比高,在较宽频率范围内曲线拟合精度较高,测试速度快,操作性好,现已应用于便携式检波器特性参数测试仪的研制与生产,此仪器适用于各种动圈式检波器在生产、维修和施工现场的特性参数测量。     

基于小波变换的爆破地震信号能量分析法的应用研究

根据爆破地震信号具有持时短、突变快等特点,结合工程爆破地震监测资料,利用小波包良好的时频局部化性质对爆破地震信号的能量分布特征进行了分析,研究了爆破地震信号的能量在传播过程中的变化规律,得到了爆破地震信号不同频带上的能量分布。根据爆破地震信号不同频带的特征频率与受控建筑物自振频率之间的关系,确定爆破地震对建筑物的影响。并用工程实例说明了该方法比用单一强度因子作为爆破地震的安全判据更加有效。     

涡流检波器特性测量与参数识别

新型涡流检波器已在地质、石油、煤炭人工地震勘探中采用。本文将最新的振动试验方法、数据处理技术及模态参数识别应用到检波器特性参数的确定中。论述它的有效优化方法,并首次将它应用到传感器的标定技术中,做到快速准确测定它的参数值,为检波器的生产、使用提供技术保证,亦为涡流检波器参数综合测试仪研制提供理论基础。     

地面地震CT在浅层勘探中的应用

在地表面沿研究区域的四周布置激发点和检波器 ,进行人工地震观测记录。地震能量由激发点到达接收点 ,利用直达波、反射波和折射波等多震相 ,进行 CT反演 ,得到波速地震 CT图像。该图像给出浅层波速横向分布 ,反映了覆盖层分区及基底岩性特点与构造分布。该方法应用于某工程场地的浅层勘探中 ,所得波速 CT图像与地质露头及开挖相吻合。该方法将地震 CT技术从钻孔和巷道中解放出来。     

爆破地震波三要素对多层砌体结构弹塑性地震响应的影响

利用Matlab编写了一套Newmark时程分析法与刚度退化二线型恢复力模型相结合求解多层砌体结构体系弹塑性地震响应的程序.以一个具体的4层砌体结构为分析对象,输入荷载用实测及人工模拟爆破地震波作用的形式,并按某原则变换输入爆破地震波的特性参数,根据所求出的结构各弹塑性地震响应幅值结果,分别讨论了爆破地震波幅值、主频和...     

西安交大与西安石油勘探仪器总厂检波器分厂合作课题 SSJ系列数字地震检波器动态特性研究

数字地震检波器是一种用于人工地震勘探的振动测量传感器,大量应用于石油、煤炭等资源的地质勘探中。本研究成果运用变截面弹性体振动理论,设计检波器振动系统悬挂弹簧片的截面型线,     

隧道掘进爆破振动对地表影响的小波包分析

基于现场实测隧道掘进爆破振动信号数据,采用小波包分析技术对振动信号进行小波包能量谱分析,得到爆破振动信号能量在各频带上的分布。通过比较各点分析结果可以发现隧道掘进爆破地震波能量主要集中在切向与径向。在沿隧道掘进方向随着与掌子面之间距离的增大地震波的主频下降,能量主要集中频带也越来越窄,并且向低频带发展;而在垂向上地震波主频随着埋深的减小而减小,同时地震波的能量主要集中频带也越来越窄并且向低频带发展。最后从能量的角度探讨隧道掘进爆破地震波沿各个方向的衰减规律。     

土-结构相互作用体系合成模态阻尼比的振动台模型试验研究

本文籍振动台模型试验。研究了SSI体系的合成模态阻尼比问题。文中首先阐明了在SSI体系直接动力分析中应采用合成模态阻尼比的观点。研究了合成模态阻尼纟的实测确定方法。并在不同工况下，通过对模型不同部位测点的传递函数，基本频率，基本合成模态阻尼比等实测数据考虑，验证了SSI体系合成模态的存在性，合成模态阻尼比与相同应变下不考虑相互作用的单纯地基土体或刚性地基结构阻尼比的差异性及其在递增动力作用下的变化规律。     

Global and local behaviour based composite damping studies on thin-walled box structure

The local (plate)/global (beam) vibration and damping behavior of composite thin-walled box member subjected to vibratory environment are studied and presented in this paper. This investigation is carried out by the use of 3D beam and thin plate finite elements and the corresponding modal frequencies/damping values of composite box beam are predicted by modal strain energy method. Application examples illustrate the ability of the 3D beam and thin plate element to predict both local and global modal frequencies/damping of hollow box sections. The influence of L/h ratio, b/h ratio and ply angle on the frequency and loss factor of composite box beam is investigated. In addition, an attempt has also been made to investigate the effect of temperature on the composite damping characteristics of rectangular box type section.     

玻璃纤维、碳纤维复合材料的阻尼性能分析

对复合材料的阻尼性能进行分析和有效预报能够实现对结构振动冲击、噪声、疲劳破坏的有效控制,有着非常重要的工程实际意义。本文采用悬臂梁法对玻璃纤维和碳纤维复合材料进行阻尼测试;同时用Adams-Bacon法和Ni-Adams法对实验结果进行了分析。结果发现:玻璃纤维、碳纤维复合材料的损耗因子峰值均出现在纤维角度30°附近;载荷低频段时材料的阻尼性能优于高频段时的阻尼性能。     

分布振子复合板的模态阻尼及多点激励下阻尼减振相关性

分布阻尼振子可拓宽结构减振频带,因此可将振子分布于板中以形成复合板（简称“分布振子复合板”）,进而实现较宽的减振频带．对于多点支撑处受到宽频非一致激励（例如在不同激励点处的激励频率、幅值与相位有差异）的分布振子复合板,目前还缺乏有效简便的优化控制指标．在作者之前的研究中,针对含分布振子的梁推导了基于模态应变能的模态阻尼计算理论,讨论了模态阻尼与单点激励下梁的减振效果的相关性,并应用于宽频减振设计优化．本文进一步将模态阻尼计算理论推广到分布振子复合板,并将研究从梁的单点激励扩展到板的多点非一致激励下的阻尼减振相关性．首先,在利用模态应变能法推导得到分布振子复合板的模态阻尼计算公式后,从理论上讨论了不同边界条件与模态阶次对计算结果的影响,以及计算理论的适用性．而后,进一步通过有限元参数分析了边界条件、频率比、模态阶次与质量比的影响．最后,通过算例分析了无振子板或分布振子复合板在四个激励点具有多种幅值与相位组合情况下的稳态响应．结果表明,推导的模态阻尼计算公式可正确预测不同边界条件下的模态阻尼,且理论预测的模态阻尼与基板的稳态平均加速度减小率、稳态峰值应变能减小率均有较高的相关性．     

The effects of composition,temperature, and annealing on the rheological properties of InZn in situ composites

High viscoelastic damping is observed in InZn materials over ranges of composition, frequency, temperature, and annealing time. Microscopy reveals InZn when cast segregates into a heterogeneous micro-structure resembling an in situ composite consisting of a zinc matrix with soft indium platelet inclusions. This morphology is predicted to be advantageous for maximizing the damping figure of merit Etanδ by viscoelastic composite theory. InZn is found to be linearly viscoelastic, unlike other high damping metals. The damping of InZn varies little over a substantial range of temperature, in contrast with polymers. For 5 % In material, the optimal composition, Etanδ is 2.8 GPa at 10 Hz, compared to a peak of 0.6 GPa for high damping rubbers. After annealing for 13 years, Etanδ was still high at 1.9 GPa. InZn demonstrates high damping under a wide range of conditions.     

Analysis of frequency-domain vibration response of thin plate attached with viscoelastic free layer damping

To predict the vibration response of viscoelastic composite structure, two key issues need to be conducted, one is introducing the constitutive model of viscoelastic material into the analysis model and the other is describing the real damping behavior of viscoelastic composite structure. The emphasis of this study is to obtain the effects of frequency dependence on the vibration response of viscoelastic composite structure and the method of introducing two kinds of damping (viscoelastic material damping and remaining equivalent viscous damping). Vibration response analysis in frequency domain was investigated for viscoelastically damped plate. A cantilever plate attached with the ZN_1 viscoelastic free layer damping (FLD) was chosen to demonstrate the developed method. Frequency-domain response of the composite plate were solved and the obtained results were compared with the experimental values for the purpose of assessing the rationality of the proposed method. In addition, in order to obtain the effects of viscoelastic material parameters on vibration response of viscoelastic composite structure, a detailed parametric analysis was performed. This study shows that the frequency dependent characteristic of viscoelastic material has significant influence on the vibration response in the resonant region and acceptable results can be achieved in the non-resonant region if frequency dependent parameters are substituted by average values of the viscoelastic parameters reasonably in the analysis process.     

Computational studies on high-stiffness,high-damping SiC–InSn particulate reinforced composites

With the objective of achieving composite material systems that feature high stiffness and high mechanical damping, consideration is given here to unit cell analysis of particulate composites with high volume fraction of inclusions. Effective elastic properties of the composite are computed with computational homogenization based on unit cell analysis. The correspondence principle together with the viscoelastic properties of the indium–tin eutectic matrix are then used to compute the effective viscoelastic properties of the composite. Comparison is made with parallel experiments upon composites with an indium–tin eutectic matrix and high volume fractions of silicon-carbide reinforcement. The analytical techniques indicate that combinations of relatively high stiffness and high damping can be achieved in particulate composites with high SiC volume fractions. Based on analysis, the tradeoffs between stiffness and damping characteristics are assessed by changing the volume fraction, size, packing, and gradation of the particulate reinforcement phases. Practical considerations associated with realization of such composites based on the surface energy between the SiC and the InSn are discussed.