小波分析在声发射资料处理中的初步应用   总被引：1，自引：0，他引：1  

陈顺云  杨润海  王赟赟  赵晋明  许昭永 《地震研究》2002,25(4):328-334

针对声发射数据分析的一些难点，把最近20年发展起来的小波技术引入声发射资料处理中，分析证明结果可靠。它在本中的应用有：（1）提取有效信息。小波强大分解（细化0能力可用来从高口音中找出有效记录，分解合成时可以去掉不理想的通道，使声发射数据更加“规则化”，有望实现到时自动判读。（2）对相互叠加的事件进行有效分离。结合全波记录，可使事件尽可能少丢失，提高声发射数量统计及b值计算等的精度。（3）使成份复杂的声发射波形数据分离成具有单一特征的波，但分解后的波究竟属于P波还是S波，甚至面波，尚难确定。  相似文献   

Horizontal and vertical components of earthquake ground motions at liquefiable sites   总被引：1，自引：0，他引：1  

J. Yang  T. Sato  S. Savidis  X. S. Li 《Soil Dynamics and Earthquake Engineering》2002,22(3)

Field observations on ground motions from recent earthquakes imply that current knowledge is limited with regard to relating vertical and horizontal motions at liquefiable sites. This paper describes a study with the purpose of clarifying this emerging issue to some extent. A series of numerical analyses is carried out on a liquefiable soil deposit with a verified, fully coupled, nonlinear procedure. It is shown that the transformation of vertical motions in the deposit differs considerably from the transformation of horizontal motions. Both the amplitude and frequency content of the horizontal motions are strongly dependent on the shaking level or the associated nonlinear soil behavior. The transfer function for vertical motions is however likely to be independent of the intensity of input motions; no reduction in the amplitude occurs even in the case of strong shaking. The results are shown to be in consistence with the laboratory observations on shaking table tests and recent field observations that less nonlinearity exists for vertical motions. It is also shown that the possibility exists for using information on spectral ratios between the horizontal and vertical surface motions to quickly identify in situ soil behavior and liquefaction that are not readily covered by conventional field or laboratory experimentation procedures.  相似文献   

Viscous damping formulation and high frequency motion propagation in non-linear site response analysis     

Youssef M. A. Hashash   《Soil Dynamics and Earthquake Engineering》2002,22(7)

Non-linear time domain site response analysis is widely used in evaluating local soil effects on propagated ground motion. This approach has generally provided good estimates of field behavior at longer periods but has shortcomings at relatively shorter periods. Viscous damping is commonly employed in the equation of motion to capture damping at very small strains and employs an approximation of Rayleigh damping using the first natural mode only. This paper introduces a new formulation for the viscous damping using the full Rayleigh damping. The new formulation represents more accurately wave propagation for soil columns greater than 50 m thick and improves non-linear site response analysis at shorter periods. The proposed formulation allows the use of frequency dependent viscous damping. Several examples, including a field case history at Treasure Island, California, demonstrate the significant improvement in computed surface response using the new formulation.  相似文献   

Verification of the dualism ordering method by the canonical correspondence analysis: fish community samples     

Tadeusz Penczak  Francisco Godinho  Angelo A. Agostinho 《Limnologica》2002,32(1)

Two ordination techniques (Romaniszyn diagram, RD, and Canonical correspondence analysis, CCA) were applied to the same data set (fish assemblage composition along two Paraná river tributaries and associated environmental variables), to identify spatial community patterns and further to evaluate the performance of RD. The major patterns in these Brazilian streams were successfully revealed by both methods (i.e. clear separation of both tributaries on the basis of fish assemblage composition and environmental factors), but more complex situations may limit the application of RD in comparison with CCA.  相似文献   

皮肤图像分析系统对祛斑类化妆品功效评价的研究   总被引：13，自引：0，他引：13  

孟如松  蔡瑞康  赵广  马慧军  周付根  姜志国  赵宇 《CT理论与应用研究》2002,11(1):20-25

目的是探索如何获得不同色素性皮肤病的清晰图像，研制出操作简单、自动化与精度高的皮肤图像分析系统。方法：应用多光谱皮肤显微偏振光与数字图像处理技术，测量目标皮损形状、面积、灰度、积分光密度及色素颜色参数的变化等。结果：用祛斑类化妆品和药物治疗136例黄褐斑、经该系统测量分析后各治疗组相关参数随时间的推移呈下降趋势，而药物组与对照组相比各参数值明显下降、与各组相比均有显著差异（P＜0．05），并提出客观的疗效评定单位“ID”值。结论：该系统是一种潜力较大的皮肤表面色素定量工具，客观性和重复性好，灵敏度高，不对观察对象造成损伤，在临床获得满意效果。  相似文献   

Effective stress analyses of liquefaction-induced deformation in river dikes   总被引：3，自引：0，他引：3  

O. Ozutsumi  S. Sawada  S. Iai  Y. Takeshima  W. Sugiyama  T. Shimazu 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1075-1082

A series of effective stress analyses is carried out on the seismic performance of river dikes based on the case histories during the 1993 Hokkaido-Nansei-oki and 1995 Hyogoken-Nambu earthquakes in Japan. Seven case histories selected for the analyses involve a crest settlement ranging from none to 2.7 m in the dikes 3–6 m high with evidence of liquefaction at foundation soil. The effective stress model used is based on a multiple shear mechanism and was developed by one of the authors. The soil parameters are evaluated based on the site investigation and laboratory test results. The results of the analyses are basically consistent with the observed performance of the river dikes. In particular, the effective stress model shows a reasonable capability to reproduce the varying degree of settlements depending on the geotechnical conditions of foundation soils beneath the dikes. The analyses also indicate that the effect of a cohesive soil layer mixed with the liquefiable sand layers beneath the dikes can be a primary factor for reducing the liquefaction-induced deformation of dikes.  相似文献   

Hybrid vibration experiments with a bridge foundation system model   总被引：3，自引：0，他引：3  

Hiroshi Kobayashi  Keiichi Tamura  Shunsuke Tanimoto 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1135-1141

In order to improve seismic design technology of bridges, it is necessary to evaluate the vibration characteristics of a bridge–soil system that consists of soil, foundation structure, pier and superstructure. However, there have been few experimental studies on seismic behavior of bridge–soil system. In this paper, we conducted the hybrid vibration experiment on seismic behavior of bridge–soil system, and examined the applicability of hybrid vibration experiment to study seismic response of bridge–soil system. Based on the experiment results, seismic response of bridge was quantitatively studied.  相似文献   

Evaluating Earthquake-Triggered Landslide Hazard at the Basin Scale Through Gis in the Upper Sele River Valley   总被引：6，自引：0，他引：6  

Domenico Capolongo  Alberto Refice  Joseph Mankelow 《Surveys in Geophysics》2002,23(6):595-625

To evaluate techniques for assessing earthquake-triggeredlandslide hazard in the Southern Apennines (Italy), a GIS-based analysis was used to modelseismically induced slope deformations. Geological, geotechnical, geomorphological and seismologicaldata were integrated into a standard earthquake slope stability model. The model assessed thelandslide potential that existed during the 1980 Irpinian earthquake in the Upper Sele river Valley.The standard Newmark displacement analysis, widely used for predicting the location of shallowunstable slopes, does not take into account errors and/or uncertainties in the input parameters.Therefore, a probabilistic Newmark displacement analysis technique has been used. Probabilistictechniques allow, e.g., an estimation of the probability that a slope will exceed a certain criticalvalue of Newmark displacement. In our probabilistic method, a Monte-Carlo based simulation modelis used in conjunction with a GIS. The random variability of geotechnical data is modelled by probabilitydensity functions (pdfs), while for the seismic input three different regression laws wereconsidered. Input probability distributions are sampled and the resulting values input into empiricalrelations for estimating Newmark displacement. The outcome is a map in which to each siteis related a spatial probability distribution for the expected displacement in response to seismic loading.Results of the experiments show a high grade of uncertainty in the application of the Newmarkanalysis both for the deterministic and probabilistic approach in a complex geological setting suchas the high Sele valley, quite common in the Southern Apennines. They show a strong dependence onthe reliability of the spatial data used in input, so that, when the model is used at basin scale,results are strongly influenced by local environmental condition (e.g., topography, lithology, groundwatercondition) and decrease the model performance.  相似文献   

Optimal placement of dampers and actuators based on stochastic approach     

Franklin Y. Cheng  Hongping Jiang  Xiaozhe Zhang Ph.D. Candidate 《地震工程与工程振动(英文版)》2002,1(2):237-249

A general method is developed for optimal application of dampers and actuators by installing them at optimal location on seismic-resistant structures. The study includes development of a statistical criterion, formulation of a general optimization problem and establishment of a solution procedure. Numerical analysis of the seismic response in time-history of controlled structures is used to verify the proposed method for optimal device application and to demonstrate the effectiveness of seismic response control with optimal device location. This study shows that the proposed method for the optimal device application is simple and general, and that the optimally applied dampers and actuators are very efficient for seismic response reduction.  相似文献   

结构动力反应分析的三阶显式方法   总被引：14，自引：6，他引：14  

张晓志  程岩  谢礼立 《地震工程与工程振动》2002,22(3):1-8

本通过对传统动力反应分析方法的总结，阐明了建立隐式和显式方法的一般思路及数学本质，提出了使用系统位移反向向量三阶导数的隐工和实用显式积分方法－3阶显式方法，分析了该显式方法的精度和稳定性，并对建立更高阶隐式和显式方法以及方法的精度和稳定性作了初步讨论。最后，通过算例对本方法、献[1]方法和经典的常平均加速度法（隐式方法、视为精确解）的精度和稳定性进行了比较分析。结果表明，本方法具有明显的优点。  相似文献