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The material loss factor for technically orthotropic plates was measured by half-power bandwidth method. Rectangular and trapezoidal corrugated plates of steel were considered. A simple isotropic steel plate was also considered for comparison of the results. The concept of single degree of freedom system was adopted. The tests were undertaken at very low frequency range (0–100) Hz. The plate models were suspended freely with two wires to minimize or prevent excessive extraneous energy dissipation. Out of plane point force, random in nature was applied to the top middle of the plates and the responses were measured from the middle point of the plates by FFT analyzer using miniature small mass accelerometer as sensor. The aim of these tests is to investigate the effects of bending rigidity and mode orders over material loss factor. The values of estimated modal damping loss factors are compared and tabulated for the plates models considered. Natural frequencies of some of the initial modes of the plates are also presented.It is observed that the higher the value of bending rigidity of the plates, the larger the values of loss factor of it. There was a significant increase in value of loss factor in corrugated plates to that of the isotropic plate. 相似文献
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重物在落水和着底过程中都会产生瞬态声信号,这类信号可被运用于浅水区域水下目标定位。 针对浅水区域目标定位的问题,提出了一种基于小型立体五元基阵的瞬态声源快速被动定位算法。 在分析重物落水信号特征的基础上,选取合适的广义互相关加权函数求得传声器之间的声程差,运用快速最小二乘搜索算法进行声源定位。 结果表明:运用 5 传声器阵列可以同时兼顾定位精度和鲁棒性,且满足实时性要求,该方法可运用于浅水区域瞬态声源定位等领域。 相似文献
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Matthaios Bimpas Angelos Amditis Nikolaos Uzunoglu 《Journal of Applied Geophysics》2010,70(3):226-236
An innovative sensor technique has been developed to detect water leaks in supply pipes, especially in cases where the existing prevailing methods do not offer reliable solution, such as in PVC pipelines or for minor leaks. The presented system uses a Continuous Wave (CW) Doppler sensing unit operating at 2.45 GHz, consisting of a low power transmitter, a homodyne receiver and a digital signal processing unit. The operation principle is the detection of the Doppler frequency shift of the reflected electromagnetic wave by slightly moving water that leaks out of a pipe. A first prototype has already been developed and tested in test sites as well as in real water leaking conditions. The system has additionally been compared to the commercially available water leaking methods, verifying its reliability and accuracy in the detection of water leaks. 相似文献
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When waves propagate from deep water to shallow water, wave heights and steepness increase and then waves roll back and break. This phenomenon is called surf. Currently, the present statistical calcula... 相似文献
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观测并研究了2011年10月12日发生在北京海淀区的一次小地震前4天,五个次声监测站点接收到的异常次声波信号.这五路信号的波形一致,均为"N"形脉冲波,且持续时间基本一致,约在一个小时左右.基于Wigner-Ville分布方法对信号进行时频分析发现次声波能量主要集中在0.025 Hz的频率以下.五路信号间的相关系数均高达0.8左右.采用波束形成方法对信号源进行成像定位研究,其结果表明:该地震前异常次声波源的位置与地震发生时震中的位置相差约5 km.本文的分析结果说明了地震前可能有低频大气次声波的产生,研究这类次声波可能为地震的预测提供一种有价值的信息. 相似文献
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饱和土体中空沟对移动荷载被动隔振的 2.5D边界元法分析 总被引：1，自引：1，他引：0
根据饱和土Biot理论及移动荷载特性,采用积分变换方法,推导了半无限饱和土体频域-波数内的边界积分方程,讨论了2.5D边界积分方程中Cauchy的奇异性,并分析了空沟对移动荷载引起饱和土体振动的被动隔振效果。通过与已知文献结果比较,验证了算法的正确性。数值结果表明,采用2.5D BEM不仅可以解决具有复杂表面的移动荷载作用下动力响应问题,而且可极大减小计算工作量。对于饱和土体受高速移动荷载作用,空沟更能有效减小土体孔压、竖向位移的振幅;当荷载速度较小时,空沟对土体表面的水平向位移几乎不起衰减作用,甚至有放大效应。另外,随空沟距振源的距离增大,空沟能够更好阻隔土体表面波传播。 相似文献
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Finite element (FE) response sensitivity analysis is an important component in gradient-based structural optimization, reliability analysis, system identification, and FE model updating. In this paper, the FE response sensitivity analysis methodology based on the direct differentiation method (DDM) is applied to a bounding surface plasticity material model that has been widely used to simulate nonlinear soil behavior under static and dynamic loading conditions. The DDM-based algorithm is derived and implemented in the general-purpose nonlinear finite element analysis program OpenSees. The algorithm is validated through simulation of the nonlinear cyclic response of a soil element and a liquefiable soil site at Port Island, Japan, under earthquake loading. The response sensitivity results are compared and validated with those obtained from Forward Finite Difference (FFD) analysis. Furthermore, the results are used to determine the relative importance of various soil constitutive parameters to the dynamic response of the system. The DDM-based algorithm is demonstrated to be accurate and efficient in computing the FE response sensitivities, and has great potential in the sensitivity analysis of nonlinear dynamic soil-structure systems. 相似文献
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孔隙水压力变化规律是饱和粉土体宏观变形细观结构研究的基础。以阳光新城工程为例,采用现场试验方法对长螺旋CFG桩施工时的孔隙水压力(简称孔压)变化进行了监测,并根据监测结果对施工过程的孔隙水压力(简称孔压)变化进行了阶段划分。研究结果,长螺旋CFG桩施工过程中孔压变化规律与常规的剪切液化观点相悖,抽吸与窜孔对孔隙水压力变化影响显著,并解释了产生这种现象的原因。孔压极大值和极小值在一定范围内产生累加效应,表现为非对称性,而变化的幅度值呈近似对称性。根据幅度值大小确定了长螺旋CFG桩施工时的影响范围,其值与小孔扩张理论比较吻合。 相似文献