共查询到20条相似文献，搜索用时 31 毫秒
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利用小波多分辨率分析将地震动加速度分解为多频段小波分量,并运用复模态方法推导其计算层间隔震体系在地震作用下的动力响应公式,讨论各频段地震信号及结构响应的能量分配。同时利用小波时频工具分析地震动能量在时频域内的分布对层间隔震结构响应的影响,进而为考察地震动非平稳性对层间隔震结构非线性分析的影响提供方法。利用小波分析的以上优势,对一典型层间隔震结构分别进行弹性和弹塑性分析,结果表明弹性体系在地震作用下的响应可由该地震波各小波分量的响应叠加而得,地震动能量在时间上的集中会对层间隔震结构响应产生不利影响。 相似文献
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利用小波变换具有的多分辨率特点, 将时域信号通过小波分解与重构, 分解到不同的频带上。 分解步长的确定, 采用不同尺度近似信号标准差变化平缓段的最小尺度值, 从而避免了人为选择分解阶数可能造成的不完全分解或过度分解。 分解后的信号不仅在频率成分上较单一, 且平稳性较好。 然后对小波分解重构后不同尺度的信号分别采用自回归滑动平均混合模型进行预测, 再合成原始信号的预测值。 对半年尺度的最大震级序列和地震总释放能量序列的一步预测, 结果表明这样做有效地提高了预测精度, 一步预测结果与实际观测结果不仅相关性高, 而且两者的残差曲线离散性小, 以此对未来地震形势的判断较目前常用的方法更为可靠。 相似文献
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For the seismic analysis of complex or nonlinear extended structures, it is useful to generate a set of properly correlated earthquake accelerograms that are consistent with a specified seismic hazard. A new simulation approach is presented in this paper for the generation of ensembles of spatially correlated accelerograms such that the simulated motions are consistent with (i) a parent accelerogram in the sense of temporal variations in frequency content, (ii) a design spectrum in the mean sense, and (iii) with a given instantaneous coherency structure. The formulation is based on the extension of stochastic decomposition technique to wavelet domain via the method of spectral factorization. A complex variant of the modified Littlewood-Paley wavelet function is proposed for the wavelet-based representation of earthquake accelerograms, such that this explicitly brings out the phase information of the signal, besides being able to decompose it into component time-histories having energy in non-overlapping frequency bands. The proposed approach is illustrated by generating ensembles of accelerograms at four stations. 相似文献
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Optimum design of structures for earthquake is achieved by simulated annealing. To reduce the computational work, a fast wavelet transform is used by means of which the number of points in the earthquake record is decreased. The record is decomposed into two parts. One part contains the low frequency of the record, and the other contains the high frequency of the record. The low‐frequency content is the effective part, since most of the energy of the record is contained in this part of the record. Thus, the low‐frequency part of the record is used for dynamic analysis. Then, using a wavelet neural network, the dynamic responses of the structures are approximated. By such approximation, the dynamic analysis of the structure becomes unnecessary in the process of optimization. The wavelet neural networks have been employed as a general approximation tool for the time history dynamic analysis. A number of structures are designed for optimal weight and the results are compared to those corresponding to the exact dynamic analysis. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献
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M. Pastor Tongchun Li J.A.Fernández Merodo 《Soil Dynamics and Earthquake Engineering》1997,16(3):161-171
Simple Finite Element models for soil dynamics and earthquake engineering problems in the frequency domain are a fast and valuable tool providing a first approximation before a full non-linear analysis in the time domain is performed.Quite often the problem concerns saturated soils with very small permeability and pore fluid of neglectable compressibility. In the limit, the permeability is assumed to be zero and the pore fluid incompressible. Here, engineers use standard finite element codes formulated in terms of displacements but incompressibility may result in volumetric locking of the mesh with a severe loss of accuracy.The purpose of this paper is to present a simple mixed finite element formulation in the frequency domain based on displacements and pore pressures as main variables. A suitable stabilization technique allowing for equal order interpolation of displacements and pressures has been introduced for incompressible and zero permeability limits.Of course, the range of application is limited to those problems in which the behaviour of the material can be approximated by linear models, and therefore modelling of phenomena such as liquefaction, cyclic mobility or cavitation occur is excluded.The paper shows as well an extremely simple way of coupling solid and water domains as it occurs for instance in quay walls under dynamic loading. 相似文献
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概述四川7.0级以上大震前观测场地的异常情况。在核实2个大震震前异常的基础上,将传统异常判别方法进行汇总。总结近年来针对跨断层监测数据进行分析进而识别异常的方法:原始数据反映的断层活动速率异常以及转折异常。在此基础上,引入小波分析的方法对大震前的异常进行判别。对小波分解得到的两个趋势项进行分析,发现了大震与小波分解项异常的对应性。最后,基于对原始数据和小波分解项的分析,提出利用跨断层数据分析大震前兆的参考意见,为以后的震前异常研究工作提供了基础。 相似文献
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Anooshiravan Ansari Asadollah Noorzad Hamid Zafarani Hessam Vahidifard 《Soil Dynamics and Earthquake Engineering》2010
During the past earthquakes, many valuable acceleration time histories were recorded by analog and digital accelerometers. These records are important sources of information in the field of earthquake engineering and engineering seismology. However, a large number of these records are contaminated by noise and it is necessary to correct them for practical applications. On the other hand, only a few records can be corrected using conventional filtering because of mathematical limitations of the method. However, advances in the field of time–frequency analysis and wavelet transform theory provide useful non-linear and adaptive de-noising methods for removing of non-stationary and high-energy noise from the recorded signals. In this paper, the characteristics and capabilities of the modified non-linear adaptive wavelet de-noising method are examined for correction of highly noisy strong motion records. In the frequency domain, it is shown that this method can attenuate the noise in the whole frequency range of engineering interest while in the time domain it can detect and remove non-stationary noise. In addition, the displacement response spectra of these wavelet de-noised records are more stable than conventional filtered records with respect to different correction functions. It is found that a large number of noisy acceleration records that are usually discarded from sets of records used for estimating the ground motions can be corrected using this new method. 相似文献
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Shao Huicheng 《中国地震研究》2005,19(1):22-28
INTRODUCTIONWiththedevelopmentofsocietyandquickurbanizationfeaturedbyacentralizationofpopulationsandeconomies ,itisverylikelythatastrongearthquakewillcausethedeathofhundredsandthousandsofpeopleandhugelossofproperty .Forexample ,intheepicenterareaoftheBame… 相似文献
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A method of applying wavelet transform to earthquake motion analysis is developed from the viewpoint of energy input structures, in which relationships between wavelet coefficients and energy input, namely energy principles in wavelet analysis are derived. By using the principles, time–frequency characteristics of the 1995 Hyogoken-Nanbu earthquake ground motions are analysed and time histories of energy input for various ranges of frequencies and epicentral distances are identified. Furthermore, a technique to simulate earthquake ground accelerations by wavelet inverse transform is developed on the condition that target time-frequency characteristics are specified. Structural responses to the simulated accelerations are compared with the target time–frequency characteristics, which shows satisfactory correlations between wavelet coefficients and energy responses in both time and frequency domains. Copyright © 1999 John Wiley & Sons, Ltd. 相似文献
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基于小波分析的结构损伤检测研究进展 总被引：18，自引：1，他引：17
近10几年来,在土木和机械领域结构损伤识别方法已引起不同领域的相关学者的极大研究兴趣。小波分析是一种新的数学分析和信号处理工具,可以对非稳态信号进行详细的时频分析,是传统傅里叶分析所不能及的,已广泛应用于土木、机械和航空工程领域中,特别是在结构损伤识别和健康监测中的应用尤为突出。本文回顾和总结了小波分析理论及其在结构损伤识别、损伤定位和损伤程度确定中的应用,对今后的研究进行了讨论和展望。 相似文献
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Usually different nonlinear time responses due to earthquake ground motion are distinguished by non-localized spectra, such as the response or power spectra. However, these spectra are often not able to explain the large discrepancy among structural responses caused by different earthquake records. The local spectrum, obtained by the wavelet transform, shows the energy distribution in the time-frequency domain, and helps to understand the very different structural responses. By changing the energy distribution in time of several earthquake records, the effect of energy concentration on the structural nonlinear response is demonstrated. This paper proposes the use of the characteristic peak ground acceleration, which is the peak of the signal constructed by only a few special wavelet components of an earthquake record, to quantify the difference between earthquake records, since this measure indicates the magnitude of the energy concentrated around the fundamental period of a structure. 相似文献
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地表热红外辐射的影响因素较多,不仅受到构造活动的影响,还受到大气、太阳以及植被等多种因素的干扰.如何排除这些因素的干扰,是热红外遥感用于研究断层活动或者地震活动的难点之一.从频率域看,地表热红外辐射主要存在3种频段：(1)高频, 周期小于1年的天气变化;(2)中频,以1年周期为主的太阳、植被与季节变化; (3)低频,大于1年周期的大气变化的长周期成份,地壳缓慢的运动引起的热辐射变化亦属于长周期变化.本文运用小波理论将地表热红外辐射分解为上述3个频率成份,并结合气象资料和地震活动进行综合分析.结果表明,低频成份的热异常更接近于断层活动所引起的热信息,能为断层或地震活动提供一定的指示信息.低频成份的高温异常区(条带)跟构造特征、地震活动密切相关. 相似文献
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以景洪水电站重力坝大孔口坝段为研究对象,通过输入没特性地震波的振动台模型试验和三维有限元分析,定量、定性地研究了大孔口坝段地震反应的特性。结果表明,对于大孔口坝段使用现行抗震规范反应谱曲线乍得的结果偏小;用振型迭加计算大孔坝段地震响应,参与迭加的振型不应少于五阶;应充分考虑不同地震特性的影响。 相似文献
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The energy transmitting boundary used in programs such as FLUSH and ALUSH is a very accurate and useful technique for the earthquake response analysis of soil–structure interaction systems. However, it is applicable only to linear analyses or equivalent linear analyses, because it can be calculated only in the frequency domain. The author has proposed methods for transforming frequency-dependent impedance into the time domain. In this paper, an earthquake response analysis method for a soil–structure interaction system, using the energy transmitting boundary in the time domain, is proposed. First, the transform of the transmitting boundary matrices to the time domain using the methods proposed by the author is studied. Then, linear and nonlinear time history earthquake response analyses using the boundary are performed. Through these studies, the validity and efficiency of the proposed methods are confirmed. 相似文献
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采用在频域内具有极好紧支性和盒形特性的谐小波作为母小波,推导了基于离散谐小波变换的地震波时变谱,并给出了不同尺度下能量随时间变化的包络函数的近似解析表达式．文中以Northridge地震波为例分析了时频分布特征．研究发现,对于自振频率为f的结构,其地震反应与输入地震波的时变谱在f 处的时域最大值（即）以及地震波在f 频率点附近的信号分量在时域内的能量集中程度有很大的关系;与db4波基相比,利用谐小波作为母小波的小波变换,其频域具有较好的分辨率,但时域分辨率却较差．最后提出了两种基于离散谐小波逆变换的人工非平稳地震波仿真方法． 相似文献
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用小波法研究台湾省两次7.6级大震前后仑坪台的地磁变化 总被引：6，自引：1，他引：5
陈伯舫 《地震地磁观测与研究》2006,27(1):45-48
用小波法分析了台湾省两次Ms 7．6大震(1986年花莲大震和1999年集集大震)前后仑坪台的地磁变化。从小波分析得出的“日变幅差”变化看,两次大地震前一个月内都有异常变化,花莲地震前出现负异常,集集地震前出现正异常。 相似文献
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选取陕西省境内2011—2018年震级为ML2.7—3.1的18个天然地震事件的287条记录和2013—2018年上述震级范围的20个陕北塌陷事件的185条记录,从时间域、频率域及时频域进行分析对比,总结出陕北塌陷记录区别于天然地震事件的特征:① 在时间域,就P波初动而言,塌陷的P波初动弱而平缓,只有极少数台的垂直向P波初动方向清晰,而天然地震的P波初动强而尖锐,垂直向P波初动方向清晰,有象限分布的特征;在体波特征方面,塌陷的体波周期要比天然地震的大;面波发育是塌陷区别于天然地震最显著的特征之一,即使震中距很小,塌陷记录依然有明显的短周期面波Rg波发育;在震中距＜50 km时,塌陷的振幅比AS/AP值要远远大于天然地震,且随着震中距的增大,AS/AP值变小并与相同震中距下天然地震的AS/AP值相近;相同震级,塌陷比天然地震尾波持续时间长,能量衰减慢。② 在频率域,塌陷的频率域较窄,主要为低频信号,集中在0—3 Hz内;天然地震的频率域较宽,低频信号较少;定义频带内频谱的方差与均值的比值为频谱变异系数α,塌陷的频谱变异系数α整体高于天然地震的。在震中距200 km范围内,塌陷的拐角频率fc较天然地震小,集中在1—3 Hz,天然地震的拐角频率fc在3—15 Hz均有分布。③ 从时频谱的对比可见,塌陷的主要频率成份为低频面波,而天然地震频率成份最丰富的为横波波段。 相似文献
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Feasibility of utilizing wavelet phase to map the CO2 plume at the Ketzin pilot site,Germany 
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下载免费PDF全文 Fei Huang Christopher Juhlin Li Han Daniel Sopher Monika Ivandic Ben Norden Wubing Deng Fengjiao Zhang Thomas Kempka Stefan Lüth 《Geophysical Prospecting》2017,65(2):523-543
Spectral decomposition is a powerful tool that can provide geological details dependent upon discrete frequencies. Complex spectral decomposition using inversion strategies differs from conventional spectral decomposition methods in that it produces not only frequency information but also wavelet phase information. This method was applied to a time‐lapse three‐dimensional seismic dataset in order to test the feasibility of using wavelet phase changes to detect and map injected carbon dioxide within the reservoir at the Ketzin carbon dioxide storage site, Germany. Simplified zero‐offset forward modelling was used to help verify the effectiveness of this technique and to better understand the wavelet phase response from the highly heterogeneous storage reservoir and carbon dioxide plume. Ambient noise and signal‐to‐noise ratios were calculated from the raw data to determine the extracted wavelet phase. Strong noise caused by rainfall and the assumed spatial distribution of sandstone channels in the reservoir could be correlated with phase anomalies. Qualitative and quantitative results indicate that the wavelet phase extracted by the complex spectral decomposition technique has great potential as a practical and feasible tool for carbon dioxide detection at the Ketzin pilot site. 相似文献