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Global epicentre maps show that the majority of earthquakes are inter-plate, although moderate to large earthquakes do occur intra-plate, i.e. within the plates. The seismicity of the Australian continent is typical of intra-plate environments and a magnitude ML 6 earthquake has an average return period of about 5 years. Recordings of Australian intra-plate earthquakes are investigated here to characterise their frequency content, peak acceleration and duration.Due to lack of quality strong motion records of large intra-plate earthquakes at short distances, synthetic seismograms are commonly used for testing structural behaviour. An empirical Green's Function method (Geophys. Res. Lett., 5 (1978), 1–4; Proceedings of the Third International Microzonation Conference, Seattle, USA, vol. 1, (1982), pp. 447–458.) is chosen to simulate a large earthquake by summation in time of a number of smaller earthquakes or sub-events, each given a slightly different origin time to represent more realistically the propagation of a rupture along an assumed fault plane. In the first instance, recordings on rock of the magnitude ML 2.3 aftershock of the 29 December 1989 Newcastle earthquake were used as sub-events to simulate the main shock of magnitude ML 5.6. Validation studies for events recorded elsewhere in Australia are also considered.The response spectra of such synthetic events will be compared with the recommended spectra developed empirically from a statistical analysis of strong motion data for magnitude 5.4–6.5 intra-plate earthquakes recorded in other parts of the world and normalised to a peak ground velocity of 50 mm/s which is typical for a return period of 500 years in Australia (Australasian Structural Engineering Conference, Auckland, New Zealand, (1998), pp. 439–444.). Preliminary results from this comparison with the response spectra recommended for the Building Code of Australia show that the synthetic waveforms produced by this method are realistic and can be used to represent ground motion during typical Australian intra-plate earthquakes. 相似文献
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中国大陆强震有成组活动、远距离跳迁和不同时段形成主体活动地区的特征.本文利用强震发生位置处单元降刚法,对中国大陆地区强震的远距离跳迁和主体活动地区转移机理进行了数值模拟研究.得出的新认识是:(1)在地壳中存在初始应力场的环境中,已发生强震区部分丧失承载能力(模拟中作为显著降低单元组的弹性模量来处理),可以引起大范围兆帕量级的应力场调整,它是后续强震可远距离跳迁的主要因素;(2)一个活动期中,中国大陆强震主体活动地区及其迁移,受主要活动断层分布、初始应力场和边界载荷的配置方式的综合影响,但在十年左右的活动幕中,边界载荷的配置方式可能是控制主体活动地区及主体活动地区转移的重要因素. 相似文献
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This paper proposes energy input spectra applicable to seismic design of structures located in low‐to‐moderate‐seismicity regions. These spectra represent the load effect, in terms of input energy, of the most severe earthquake that the construction might encounter during its lifetime. The spectra have been derived through dynamic response analyses of over 100 ground motion records obtained from 48 earthquakes that have occurred in Spain. An empirical equation for estimating the energy input contributable to damage from the total input energy is also suggested. This equation takes into account both the damping and the degree of plastification of the structure. Finally, the proposed design energy input spectra are compared with the provisions of the current Spanish Seismic Code and with the response spectra of recent earthquakes that have occurred in Turkey and Taiwan. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
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M. Hassanien Serror Junya Inoue Muneo Hori Yozo Fujino Tsuyoshi Ichimura 《地震工程与结构动力学》2007,36(11):1561-1579
A software prototype of a simulation service software environment, called DOSE (distributed object‐based software environment), is developed to realize the integrated simulation of an urban system under the risk of urban‐scale hazards such as earthquakes. DOSE infrastructure is built on three basic building blocks, namely: modularity, scalability, and interoperability. In this paper, the application of DOSE to real‐world urban systems is described in order to provide an evidence for DOSE modularity and scalability. An overview of DOSE is presented and then followed by a beverage application to simulate earthquake hazard in an urban system. The urban system is developed for the city of Kobe (Kobe district) with dimensions of 700 × 500 (m) and Bunkyo ward (Tokyo district) with dimensions of 800 × 600 (m) where DOSE simulation participants are identified for each district. The effectiveness of data exchange among different participants through a distributed service exchange network is described as an evidence for DOSE modularity that facilitates the integration process. On the other hand, the effectiveness of processing time when applying the simulation to different urban system sizes and/or using different third‐party applications is described as an evidence for DOSE scalability. The details of the underlying infrastructure of DOSE are beyond the scope of this paper and are presented in an accompanying paper work. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
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A computational method of energy evaluation is derived to study the elastic responses and energy distribution of actively controlled single‐degree‐of‐freedom (SDOF) structures during earthquakes. Contrary to the common perception that applying active control force pumps energy into the structure, the applied control force can actually reduce the energy in the structure by reducing the input energy from earthquakes to the structure. In addition, applying control force can dissipate a large amount of energy in the structure when this control force is applied in the direction opposite to the displacement and velocity responses. To demonstrate this energy mechanism in active controlled structures, the two most popular control algorithms, optimal linear control (OLC) and instantaneous optimal control (IOC) algorithms, are used to calculate the control response and energy spectra. One‐step time delay is incorporated into the algorithms to take into consideration the practical aspect of active control. The effects of different earthquakes and damping ratios on control energy and response spectra are studied. These studies show that both OLC and IOC are very effective in reducing the structural displacement and velocity responses by reducing the input earthquake energy as well as dissipating a large amount of energy in the structure. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
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房屋的建筑质量是抗震设防的根本,弄清广大农村房屋的建筑质量,掌握农村在未来抵御地震的破坏能力,对于减少农村地区地震的人员伤亡有重要作用。通过对农村民房抗震设防情况调查和分析,找出成都市农村民房存在的主要问题,提出了提高农村民房建筑质量的相应措施,有利于进一步落实全国农村抗震保安会议精神。 相似文献
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相似地震是具有相似波形记录的一组地震,往往以地震丛集的方式发生.而重复地震是一种特殊的相似地震,一般具有相近的震源机制解和几乎重合的破裂面积.对相似地震特别是重复地震的研究是我们认识断层的结构和变化的重要手段.本文提出了一种基于相似度距离概念和聚类分析技术的相似地震识别方法,可以利用单个台站对其记录到的地震事件进行快速的相似地震和重复地震识别.我们将此方法应用于汶川地震东北端的余震序列,获得了该地区相似地震的分布图像,并对其中存在的重复地震的发震机制进行了讨论分析. 相似文献
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以2008—2017年腾冲地震台井水位记录的同震响应事件为研究对象,系统分析该井水位的同震响应特征,结合井孔地质背景条件,对同震响应机理进行初步探讨。结果表明:腾冲地震台井水位同震响应能力随着震级增大而逐渐增强;因井震距不同,同震响应主要表现为近震阶降—复原型和远震振荡型变化;同震响应幅度随震级增大而增大,随井震距增大而减小,且水位同震变化受震级与井震距的影响力基本相当;震级越大,同震响应持续时间越长;发生井水位同震响应的地震分布具有明显区位型特点。分析认为,振荡型同震响应机理与面波作用有关,阶降—复原型同震响应机理可能与腾冲地震台观测井所处地质构造有关。 相似文献
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Hamid Zafarani Assadollah NoorzadAnooshirvan Ansari Khosro Bargi 《Soil Dynamics and Earthquake Engineering》2009
Strong-motion data from eight significant well-documented earthquakes in Iran have been simulated using a stochastic modeling technique for finite faults proposed by Beresnev and Atkinson [Bull Seismol Soc Am 87 (1997) 67–84; Seism Res Lett 69 (1998) 27–32]. The database consists of 61 three-component records from eight earthquakes of magnitude ranging from M 6.3 to M 7.4, recorded at hypocentral distances up to 200 km. The model predictions are in good agreement with available Iranian strong-motion data as evidenced by near-zero average of differences between logarithms of the observed and predicted values for all frequencies. The strength factor, sfact, a quantity that controls the high-frequency radiation from the source is determined, on an event-by-event basis, by fitting simulated to observed response spectra. 相似文献
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华安汰内水氡井近震映震能力分析 总被引：2，自引：2，他引：0
通过对华安汰内观测井1987年以来的氡值资料及近震映震能力的分析,发现震前明显突跳异常的近震震中近北西向展布在福安—南靖断裂两侧,结合区域地质构造背景,探讨了这种现象发生的原因。 相似文献
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Predictive equations based on the stochastic approach are developed for earthquake ground motions from Garhwal Himalayan earthquakes of 3.5≤Mw≤6.8 at a distance of 10≤R≤250 km. The predicted ground motion parameters are response spectral values at frequencies from 0.25 to 20 Hz, and peak ground acceleration (PGA). The ground motion prediction equations (GMPEs) are derived from an empirically based stochastic ground motion model. The GMPEs show a fair agreement with the empirically developed ground motion equations from Himalaya as well as the NGA equation. The proposed relations also reasonably predict the observed ground motion of two major Himalayan earthquakes from Garhwal Himalayan region. For high magnitudes, there is insufficient data to satisfactorily judge the relationship; however it reasonably predicts the 1991 Uttarkashi earthquake (Mw=6.8) and 1999 Chamoli earthquake (Mw=6.4) from Garhwal Himalaya region. 相似文献
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为了提高我国微小地震监测能力,"一带一路"项目拟在黑龙江鹤岗地区建设地震台阵。在2019年8月4日至9月4日,鹤岗地震台阵监测到部分近震及远震,与黑龙江省鹤岗地震台观测数据进行对比分析,得到以下结果：与鹤岗地震台相比,鹤岗地震台阵对近震及区域性地震的监测能力较高,对远震和极远震的监测范围较大,记录完整的地震个数更多,整体背景噪声更小,地震波形质量更高,定位更精确,提高了区域地震监测能力。 相似文献
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临汾地震台摆式倾斜仪的监测能力 总被引：1，自引：0，他引：1
我国境内几次中强震及山西地区6次有感地震前,临汾地震台两种摆式倾斜仪存在有不同反映,探讨不同摆式倾斜仪对同一地震监测能力的差异性和同一仪器对不同地震的异常反映能力,结果表明：①摆式倾斜仪监测震兆信息的距离范围由仪器自身的监测能力（综合噪声水平及观测精度）和未来震级的大小所决定;②对于不同地震,两摆式倾斜仪所表现出的异常形态不同,即便在同一观测仪器上表现出来的异常形态也存在差异;同一地震两摆式倾斜仪所反映的异常并非呈相关一致性,而且同一仪器的不同方向对异常信息的捕捉能力也存在明显差异。 相似文献
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通过对福建流体台网运行现状的分析, 选择了4个分别代表温泉、 热水井和冷水井, 且这些观测点位于构造断裂带及构造断裂带交汇处, 含水岩性为中酸性侵入岩和火山岩, 水点类型为基岩裂隙泉和自流井。 以资料连续性较好的模拟观测点作为研究对象, 分析这些观测点对1990年以来台湾历次7级以上地震的前兆异常对应特征, 讨论了映震能力及其有效映震因素。 结果表明, 福建流体台网前兆异常对台湾7级以上地震有较好的映震效能; 观测点的映震能力在一定程度上取决于水点所处的构造位置; 映震的灵敏度在一定程度上取决于水点的水文地球化学背景条件。 相似文献
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Statistical learning theory is for small-sample statistics. And support vector machine is a new machine learning method based on the statistical learning theory. The support vector machine not only has solved certain problems in many learning methods, such as small sample, over fitting, high dimension and local minimum, but also has a higher generalization （forecasting） ability than that of artificial neural networks. The strong earthquakes in Chinese mainland are related to a certain extent to the intensive seismicity along the main plate boundaries in the world, however, the relation is nonlinear. In the paper, we have studied this unclear relation by the support vector machine method for the purpose of forecasting strong earthquakes in Chinese mainland. 相似文献
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中国大陆强震时间序列预测的支持向量机方法 总被引：12，自引：2，他引：12
统计学习理论（Statistical Learning Theory或SLT）是研究有限样本情况下机器学习规律的理论。支持向量机（Support Vector Machines或SVM）是基于统计学习理论框架下的一种新的通用机器学习方法。它不但较好地解决了以往困扰很多学习方法的小样本、过学习、高维数、局部最小等实际难题，而且具有很强的泛化（预测）能力。文中使用支持向量机对中国大陆最大地震时间序列进行预测，预测次年的我国大陆最大地震震级，结果表明该方法具有较好的预报效果。研究结果还表明我国大陆强震活动除了与强震时间序列本身有关外，还与全球的强震活动、太阳黑子活动等有密切的关系。尽管这种关系还不清楚，但是通过支持向量机可以很好地反应出这种非线性关系。 相似文献