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991.
A number of slope failures during the 2004 Niigataken Chuetsu earthquake were investigated, revealing that the travel distance becomes longer as the slope gets gentler and the failed soil mass gets larger. An energy-based approach, proposed in previous research to evaluate the travel distance of failed slopes, is modified by adding the model test results and introducing a simple evaluation method. The energy approach is then applied to a number of slopes failed during the earthquake to back-calculate mobilized friction coefficients, revealing their strong dependency on initial slope inclinations. The friction coefficient was found to be smaller than the initial slope inclination for gentler slopes, indicating that the failed soil mass tends to accelerate. In contrast, that for steeper slopes was higher than initial slope inclination. The friction coefficient was found to decrease with increasing volume of failed slope, which is quite consistent with previous case studies including large non-seismic landslides. 相似文献
992.
Ioannis M. Taflampas Constantine C. SpyrakosIoannis A. Koutromanos 《Soil Dynamics and Earthquake Engineering》2009
This study presents a new definition of the strong motion duration combining the alternative bracketed and significant duration definitions. Based on the time integral of the absolute ground velocity, a new index is defined, as cumulative absolute displacement (CAD), and used to estimate the strong motion duration. The proposed bracketed-significant duration tbs is found to be well correlated with the strong motion part of the records, especially in the case of near-source events. The duration tbs and the CAD index are used to assess the anticipated structural behavior of medium–long period structures. 相似文献
993.
In this paper, different approaches aimed at investigating the dynamic behaviour of circular tunnels in the transverse direction are presented. The analysed cases refer to a shallow tunnel built in two different clayey deposits. The adopted approaches include 1D numerical analyses performed modelling the soil as a single-phase visco-elastic non-linear medium, the results of which are then used to evaluate the input data for selected analytical solutions proposed in the literature (uncoupled approach), and 2D fully coupled FE simulations adopting visco-elastic and visco-elasto-plastic effective stress models for the soil (coupled approach). The results are proposed in terms of seismic-induced loads in the transverse direction of the tunnel lining. The different constitutive hypotheses adopted in the coupled numerical approach prove to play a significant role on the results. In particular, the plasticity-based analyses indicate that a seismic event can produce a substantial modification of loads acting in the lining, leading to permanent increments of both hoop force and bending moment. 相似文献
994.
Gloria Curilem Jorge Vergara Gustavo Fuentealba Gonzalo Acuña Max Chacón 《Journal of Volcanology and Geothermal Research》2009
Each volcano has its own unique seismic activity. The aim of this work is to construct a system able to classify seismic signals for the Villarrica volcano, one of the most active volcanoes in South America. Since seismic signals are the result of particular processes inside the volcano's structure, they can be used to forecast volcanic activity. This paper describes the different kinds of seismic signals recorded at the Villarrica volcano and their significance. Three kind of signals were considered as most representative of this volcano's activity: the long-period, the tremor, and the energetic tremor signals. A classifier is implemented to read the seismic registers at 30-second intervals, extract the most relevant features of each interval, and classify them into one of the three kinds of signals considered as most representative of this particular volcano. To do so, 1033 different kinds of 30-s signals were extracted and classified by a human expert. A feature extraction process was applied to obtain the main characteristics of each of them. This process was developed using criteria which have been shown by others to effectively classify seismic signals, based on the experience of a human expert. The classifier was implemented with a Multi-Layer Perceptron (MLP) artificial neural network whose architecture and training process were optimized by means of a genetic algorithm. This technique searched for the most adequate MLP configuration to improve the classification performance, optimizing the number of hidden neurons, the transfer functions of the neurons, and the training algorithm. The optimization process also performed a feature selection to reduce the number of signal features, optimizing the number of network inputs. The results show that the optimized classifier reaches more than 93% exactitude. identifying the signals of each kind. The amplitude of the signals is the most important feature for its classification, followed by its frequency content. The described methodology can be used to classify more seismic signals to improve the study of the activity of this volcano or to extend the study to other active volcanoes of the region. 相似文献
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在对新疆1973年以来年度地震预测情况进行综合研究基础上,重点分析了乌恰-喀什周围地区年度预测的阶段性特点,并对这一地区1900年以来M≥6地震和1972-2008年M≥5.5地震活动特征进行了的研究.认为对该区域地震活动规律性特点认识不足,没有遵循本地区地震活动的基本规律对地震趋势进行客观判断,是造成地震危险区预测效果较差的主要原因.依据地震活跃与间歇的特点认为2008年底开始乌恰-喀什周围地区将进入一个新的活跃时段,这一地区可能仍将继续被划定为年度强地震危险区. 相似文献
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四川汶川系列地震距太原基准地震台约1000km,介于近震与远震之间,震相特殊,识别困难。本文通过对汶川主、余震和四川其他地区远震波形的对照,及对主要震相周期、幅度及波形特点的分析,认为PN、SG两个震相是太原地震台记录四川汶川地震的主要定位震相。 相似文献