Analysis of Time and Frequency Domain of Auditory Brainstem Response in Normal Guinea Pigs

The auditory brainstem response (ABR) was measured for 90 cars of norml gui-nea pigs,from which the mean latency,amplitude and recognition of waves were obtain-ded.The waves were classified into six types,with wave Ⅲ as the main wave which ac-counted for 77.1% of all the waves.The frequency domain of each type was analysed bymeans of digital filtering and auto-regressive (AR)estimation.The main frequency com-position of ABR in the guinea pigs was restricted within 1600 Hz,in which there werethree peaks at AR spectrum,the mean value of the peaks being 107.33 Hz,566.67 Hzand 1076 Hz respectively.The AR spectrograms of all types waves were very similar toeach other.

Frequency responses of immersing tunnel element under wave actions

The immersion of large-scale tunnel elements is one of the most important working procedures in the construction of an underwater immersed tunnel. To investigate the dynamic characteristics of tunnel element in the process of immersion, based on the twin-barge immersing operation method, the frequency-domain analysis of the tunnel element motions under wave actions was made. The linear wave diffraction theory and the three-dimensional source distribution method were applied to calculate the wave loads and motion responses of the tunnel element under different incident wave conditions. In the study, movement of the two barges in the water was assumed to be small and was ignored. Cable tension was computed by the static method. On the basis of the above theories, a computer program was made, and two cases were taken to check the validity of the program. The results showed that wave loads acting on the immersed tunnel element are relatively large near the water surface, and they decrease with the increase of immersing depth of the tunnel element. Wave loads first increase, then decrease, with the increase of wave period. The motion responses of the tunnel element are also generally large near the water surface and decrease as the immersing depth increases.

Harmonic balance method with alternating frequency/time domain technique for nonlinear dynamical system with fractional exponential

Comparisons of the common methods for obtaining the periodic responses show that the harmonic balance method with alternating frequency/time （HB-AFT） do- main technique has some advantages in dealing with nonlinear problems of fractional exponential models. By the HB-AFT method, a rigid rotor supported by ball bearings with nonlinearity of Hertz contact and ball passage vibrations is considered. With the aid of the Floquet theory, the movement characteristics of interval stability are deeply studied. Besides, a simple strategy to determine the monodromy matrix is proposed for the stability analysis.

A refined Frequency Domain Decomposition tool for structural modal monitoring in earthquake engineering

Output-only structural identification is developed by a refined Frequency Domain Decomposition（rFDD） approach, towards assessing current modal properties of heavy-damped buildings（in terms of identification challenge）, under strong ground motions. Structural responses from earthquake excitations are taken as input signals for the identification algorithm. A new dedicated computational procedure, based on coupled Chebyshev Type Ⅱ bandpass filters, is outlined for the effective estimation of natural frequencies, mode shapes and modal damping ratios. The identification technique is also coupled with a Gabor Wavelet Transform, resulting in an effective and self-contained time-frequency analysis framework. Simulated response signals generated by shear-type frames（with variable structural features） are used as a necessary validation condition. In this context use is made of a complete set of seismic records taken from the FEMA P695 database, i.e. all 44 ＂Far-Field＂（22 NS, 22 WE） earthquake signals. The modal estimates are statistically compared to their target values, proving the accuracy of the developed algorithm in providing prompt and accurate estimates of all current strong ground motion modal parameters. At this stage, such analysis tool may be employed for convenient application in the realm of Earthquake Engineering, towards potential Structural Health Monitoring and damage detection purposes.

Investigation of Pitch Motion Portion in Vertical Response at Sides of a Tension-Leg Platform

Tendons vertically moor Tension-Leg Platforms （TLPs）, thus, a deep understanding of physical tendon stresses requires the determination of the total axial deformation of the tendons, which is a combination of the heave, pitch, and surging responses. The vertical motion of the lateral sides of the TLP is coupled with surge and constitutes a portion of the pitch motion. Tendons are connected to the sides of the TLP; hence, the total displacement of the lateral sides is related to the total deformation of the tendons and the total axial stress. Therefore, investigating the total vertical response at the sides of the TLP is essential. The coupling between various degrees of freedom is not considered in the Response Amplitude Operator （RAO）. Therefore, in frequency domain analysis, the estimated vertical RAO is incomplete. Also, in the time domain, only the heave motion at the center of TLP is typically studied; this problem needs to be addressed. In this paper, we investigate the portion of the pitch motion in the vertical response at the sides of the TLP in both the frequency and time domains. Numerical results demonstrate a significant effect of the pitch motion in the vertical motion of the edges of the TLP in some period ranges.

考虑高频损耗的ZPW-2000A轨道电路暂态响应分析

针对ZPW-2000A轨道电路高频损耗下暂态响应采用现有方法存在的计算难度大、耗时长的问题,提出在复频域内轨道电路接收端轨面电压的求解方法。首先,基于传输线理论,建立轨道电路传输线模型;其次,利用该模型及节点导纳法,得到节点导纳时域方程并对其进行拉普拉斯变换,考虑高频损耗后将复频域方程变换解耦,求得轨道电路接收端轨面电压复频域解;最后,采用傅里叶变换及Q-D算法,得到轨面电压时域解。在对求解方法进行验证的基础上,分析高频损耗、频率、分路电阻、调谐区状态和道床电阻等因素对轨道电路暂态响应的影响。结果表明:与时域有限差分法对比,求解方法的误差在8%以内,且计算耗时短;考虑高频损耗的轨道电路接收端轨面电压小于未考虑高频损耗;轨面电压降随分路电阻的增大而减小,而随道床电阻的增大而增大。求解方法可以准确、高效地分析高频损耗下ZPW-2000A轨道电路暂态响应,可为轨道电路的暂态响应分析提供理论参考。

The Effect of the First order Responses of Mooring Line on the Second order Mooring Line Damping

In this paper we investigated the effect of the first order responses of mooring line on the second order mooring line damping.In the study of the slow oscillating of a moored floating structure by perturbation method in frequency domain,the second order equations of the mooring line are divided into non homogeneous and homogeneous equations.The solutions are related to the first order responses of mooring line and second order floating structure oscillation respectively.In order to find the effect of the first order responses of mooring line,the second order mooring line tension and damping were determined by solving the non homogeneous equation and homogeneous equation.From the results,we found,although the second order mooring line tension obtained from the non homogenous equation is quite small compared with the total second order mooring line tension,the damping contributed from both of them are in the same order in quantity.So,in predicting the second order mooring line damping,the effect of the solution related to the non homogeneous equation can not be omitted.

Dynamic Response Analysis of Risers Subjected to Combined Wave and Current Loading

A dynamic response analysis in the frequency domain is presented for risers subjected to combined wave and current loading. Considering the effects of current, a modified wave spectrum is adopted to compute the linearized drag force. An additional drag force convolution term is added to the linearized drag force spectrum, therefore the error is reduced which arises from the truncation of higher order terms in the drag force auto-correlation function. An expression of linearized drag force spectrum is given taking the relative velocity into account. It is found that the additional term is a fold convolution integral. In this paper dynamic responses of risers are investigated, while the influence of floater motion on risers is considered. The results demonstrate that the accuracy of the present method reaches the degree required in time domain analysis.

浅水浮式风电结构非线性波浪荷载及动力响应特性研究

浮式风电结构在浅水海域中承受的波浪荷载及运动响应表现出非线性特征,对浮式风电安全性提出很高要求。本文建立了风机-浮式基础-系泊系统耦合分析模型,对于不同水深、不同波浪荷载计算方法下的频域水动力系数和时域计算结果分别进行了对比,讨论了水深以及波浪荷载计算方法对浮式风电结构响应和系泊张力的影响。结果表明:浮式风电结构的水动力性能和动力响应随水深变化显著。水深较浅时,浮体响应和系泊张力的低频部分明显增大,二阶波浪荷载的影响更加显著。同时,Newman近似方法与全二次传递函数方法相比,在浅水条件下会明显低估二阶波浪荷载效应,进而影响平台响应和系泊张力的分析。

下击暴流风冲击作用下输电塔非平稳动力响应的频域方法

下击暴流是强对流天气下的一种局地极端风,具有尺度小、风速大、突发性等特点,是导致输电线路风灾破坏的主要原因之一。开展下击暴流风冲击作用下输电塔风振响应的计算理论研究具有重要的意义。论文依据时变平均风和非平稳脉动风场的理论模型,给出移动下击暴流冲击风荷载在时域及频域表达式;继而基于随机振动理论,推导建立了输电杆塔非平稳脉动风振响应的频域解析方法,再通过首次超越极值理论,给出了非平稳下击暴流作用下输电杆塔响应极值的精确分布。进一步,论文探讨了将原有不同步非平稳下击暴流脉动风激励视为同步且慢变过程近似结果的精确性,并在此基础上提出了平稳等效的极值分布和峰值因子的实用简化计算方法。论文采用随机样本的有限元瞬态动力分析结果,检验了上述频域理论方法的精确性。研究表明:该文提出的非平稳响应极值分布的理论解精确性高、同步慢变激励简化得到的等效平稳方法计算便捷且结果略偏保守。该文研究为推动建立输电杆塔抗下击暴流设计体系提供了计算理论基础和技术支撑。

输电线路跳线风偏共振响应特性及风振系数分析

该研究构建了跳线-导线-绝缘子串精细化有限元耦合模型,进行脉动风荷载作用下的动力响应分析,着重探究了跳线风偏与导线风偏动力特性的差异性。阐明了导、跳线在模态、气动阻尼比等动力特性上存在明显不同的特征,采用频域法结合多工况分析,研究了平均风速、湍流度、跳线悬垂串质量及振型组合阶数对导、跳线脉动背景响应及共振响应的影响。研究结果表明,跳线基频约为导线的1.5倍~2.0倍,并且气动阻尼效应对跳线风偏的影响远小于导线。导线脉动风偏位移响应以背景响应为主,而共振响应并不明显,但跳线脉动风偏位移响应的共振分量不可忽略,产生的共振增量可使跳线脉动风偏位移增大30%以上。跳线共振响应特性由跳线自身动力特性决定,受来流平均风速、湍流度影响较小,1阶振型对跳线共振响应起决定作用。该研究基于准静态法及惯性力法推导了峰值脉动风力共振部分,引入共振因子,修正了DL/T 5551-2018《架空输电线路荷载规范》中跳线风振系数表达式。修正的跳线风振系数最终相较DL/T 5551-2018《架空输电线路荷载规范》增大约9%~12%。

某广电发射塔风振响应分析

本文针对作用在广电发射塔的风荷载特点,采用线性滤波法(AR法)编制了风场模拟程序,合成了符合Davenport谱的风速时程曲线,可应用于高耸结构的脉动风荷载模拟。以某带平台广电发射塔为例,采用SAP2000建立有限元模型并计算结构的风振响应,对比不同计算方法下风振系数分布特点,可知对于质量刚度突变的高耸结构,采用时程分析与频域分析的风振系数吻合度非常好,说明在此类工程中可以直接采用考虑多振型计算的频域法计算风振响应。

基于等值反磁通装置频率域电磁法研究

人工源近区频率域电磁法具有轻便、分辨率高及抗干扰能力强等优点,但提取地质体二次场响应难题困扰了该方法推广应用。基于等值反磁通原理提取二次场响应,首先,推导出了基于等值反磁通原理的频率域近场垂直磁场响应的表达式;然后,采用层状介质与均匀半空间介质的垂向磁场同相分量的比值定义视电阻率,并计算了典型层状介质垂直磁场的频率响应;最后,通过试验对比时间域与频率域方法对浅埋藏铝板的异常响应。研究结果表明:基于等值反磁通原理能够有效提取近场频率域二次场信号,近场垂向磁场的同相分量与大地电导率的二次方成正比;垂向磁场同相分量的比值定义视电阻率能够清晰反映A型、Q型、H型及K型地电断面的特征。

介质粗糙面与组合目标宽带电磁散射特性研究

文中对介质粗糙面和组合目标的宽带复合电磁散射特性进行研究,通过数值计算得到了复合散射系数频率响应曲线。分析结果显示,后向复合散射系数在宽频带范围内随着频率的变化而产生振荡,粗糙面的高度均方根、介电常数、组合目标尺度、目标介电常数等因素对复合散射系数有显著的影响,且影响规律较为复杂。相比之下,粗糙面的相关长度对复合散射系数的影响较为微弱。当目标是理想导体时,频率响应曲线近似呈现出准周期性的振荡形态。

青藏高原东南三江流域黄土类堆积体斜坡地震作用下的动力响应试验研究——以四川巴塘下归洼滑坡为例

青藏高原东南三江流域广泛存在堆积体斜坡,该类斜坡极易演化为滑坡灾害。以四川巴塘下归洼斜坡为例,通过振动台模型试验研究地震诱发的堆积体滑坡动力响应特征与破坏模式。试验结果表明,在地震作用初期,由于孔隙被挤密,斜坡的自振频率增大;在茂县波激励下,斜坡肩部动力响应最强烈。高幅值茂县波激励下,因斜坡整体刚度降低,放大效应减弱。Hibert谱描述了地震波在斜坡中的传播特征,向斜坡顶部传播时,地震波高频能量显著增强,地震波经过堆积层后,放大效应减弱。在足以致使堆积层滑动的强震作用下,坡表一定深度下动力响应呈现一致剧烈现象,斜坡上部会形成“脱离体”,“脱离体”在地震作用下上下颠簸运动;在临滑时,坡表出现最强烈的动力响应。斜坡的破坏模式为:地震初期,在重力和地震耦合作用下,坡表土体剥落;随地震幅值增加,坡肩与堆积层发生明显相对位移,堆积层表面出现裂缝;最终,坡脚发生明显相对位移,随后堆积层偏离基岩加速滑塌。基于地震信号特征的斜坡堆积层滑落过程可分为三阶段:(1)稳定阶段;(2)临滑阶段;(3)滑移阶段。

结构动力响应数值分析的新的广义-α方法的频率域分析

介绍了一族用于结构动力响应数值计算的新的广义-α方法。用这族算法将结构动力学方程离散得到关于位移的差分方程,然后做Z-变换得到算法传递函数、算法频率响应函数。通过算法离散的频率响应和系统真实频率响应的比较,在频率域内分析了这族算法的性能,并与常用的Newmark平均加速度方法进行了比较。在分析中,以激励力频率为自变量分析了算法的Bode图,以系统固有频率和激励力频率与时间步长的乘积为自变量在三维空间内分析了算法频率响应幅值绝对误差,又以算法自由参数、阻尼比为自变量在三维空间内分析了算法频率响应幅值2-范数意义下的相对误差。结果表明,新算法的性能得到了更深刻的认识。

油纸绝缘老化评估的Davidson-Cole模型参数提取方法

针对目前变压器油纸绝缘老化状态评估中的纸板聚合度测定破坏性取样、介电响应法测量没有定量判据等问题,提出一种基于Davidson-Cole模型的现场绝缘老化状态定量评估方法。首先仿真研究Davidson-Cole模型参数提取方法,借助现场测量的去极化电流数据,计算出油纸绝缘等值电路参数与频域复介电常数,并利用所得数据绘制Davidson-Cole图,采用多变量最小二乘拟合方法得出松弛时间、介电常数变化量等Davidson-Cole模型参量。实验研究了油纸绝缘不同老化程度的Davidson-Cole模型,采用非线性拟合方法对其老化状态进行Davidson-Cole模型参量提取并分析参数变化,研究结果表明,模型参数与老化程度有直接关系,仿真结果与实验结果一致,对变压器油纸绝缘老化状态评估有参考价值。

浮式平台运动加速度短期极值快速预报方法

提出一种基于浮式平台运动响应幅值算子(RAO)的频域方法,对浮式平台上任意位置加速度短期极值进行快速预报。假设浮式平台为刚体,通过运动互相关函数与运动谱密度函数的转换关系得到运动谱传递关系;从浮式平台重心运动谱快速转换得到任意点加速度谱,基于谱分析方法得到短期极值预报结果;对一艘浮式生产储油船(FPSO)船进行加速度短期极值预报,采用时域计算结果对该方法的准确性与有效性进行验证。研究结果表明,所提预报方法预报精度良好,同时具有极高的预报效率,能满足工程应用需求。

鞍形索网屋盖结构风振响应分析的Ritz-POD法

鞍型索网屋盖结构频率密集,当采用基于随机振动理论的振型叠加法进行分析时,如果只考虑前几阶或者十几阶振型很难得到准确结果,这就需要考虑多阶振型的影响,而应该选取多少阶振型,选取哪些振型,目前还没有一个系统且准确的选取方法。为此,提出了一种有效的选取结构主要振型的方法,即Ritz-POD法,该方法主要是联合运用Ritz向量叠加法和本征正交分解法(POD法),在频域内进行大跨度屋盖结构的风振响应分析,并采用该方法分析一鞍形索网屋盖结构的风振响应,同传统的振型叠加法的计算结果进行了比较,证明了该方法的准确性及高效性。