共查询到19条相似文献，搜索用时 171 毫秒
1.
在标准化结构反应谱时,需要准确地确定地面地震动峰值。而在地震期间,测量地面运动时采集到的地震动加速度时程数据由于种种原因存在基线漂移问题,导致所测数据不能真实反映地面运动．由此难以确定真实地面运动峰值。通过对地震动加速度数据拟合,根据拟合后的数据计算地震速度及位移．并将计算结果分别与利用已有基线修正方法求得的速度及位移进行对比．从而确定最佳拟合次数,消除基线漂移造成影响。研究结果表明,经12次拟合修正地震动加速度求得的地震动位移峰值可用于相对位移反应谱标准化。 相似文献
2.
从分形几何的新视角出发,分析近断层地震动的不规则性和复杂性.利用盒维数法计算了来自台湾集集地震和美国北岭地震的30条近断层地震动加速度时程的分形维数.计算结果表明,这些地震动加速度时程具有统计分形特征.近断层地震动运动特征对其分维数影响明显,滑冲效应脉冲地震动的分维数平均值最小,向前方向性效应脉冲地震动的分维数平均值居中,无脉冲地震动的分维数平均值最大,其波形不规则程度也最高.而且,地震动时程的分维数反映了其频谱特性,可作为频谱周期的表征参数.地震动的分维数D与特征周期Tc具有较强的负相关关系.最后,对于近断层地震动作用下单自由度(SDOF)体系的弹性和非弹性动力反应时程,应用盒维数法计算了其分形维数,考察了其分形性质. 相似文献
3.
应用地震危险性分析理论和地震动人工合成技术，给出Newmark法中所需的地震动时程，解决了斜坡稳定性分析Newmark法中难以选取合适地震动时程的难题。通过对黄土斜坡实例计算，给出了坡体中地震动峰值加速度与深度的关系；在计算坡体位移时，提出了等效峰值加速度的概念；对比了使用地面地震动时程和使用坡体内等效地震动时程的计算结果。 相似文献
4.
5.
基于有物理意义地表地震动的一致概率法 总被引：1，自引：0，他引：1
提出了一种新的基于有物理意义地表地震动的危险性分析的一致概率法．该方法使用的地震动时程与场地周围潜源所发生的地震事件对应,其包络参数、反应谱、最大加速度等均具有明确的物理意义．在不考虑土层反应的情况下,本方法与传统的一致概率法相同．本方法支持用天然地震加速度时程直接输入．合成地震动仅作为缺乏强震资料的一种近似方案．随着场地周围强震资料的不断积累,本方案将更客观地反映场地所处的地震环境． 相似文献
6.
根据强震动观测、实验研究与数值模拟结果表明,山脊地形对地震动具有显著影响。文章基于汶川地震主震及余震的三个地形效应观测台阵记录的三分量地震动加速度时程,经基线校正后计算得到各观测点的地面峰值加速度、峰值加速度比和反应谱比,分析山脊地形对地震地面运动的影响。结果表明：山脊地形对地震地面运动的影响显著,其地形地震效应随山脊地形的不同而变化,且地形效应具有方向性;水平向地形效应显著于垂直向;谱比是周期相关的,在所分析的周期范围内谱比不总是大于1.0。 相似文献
7.
本文给出了唐山地区强震动记录应用研究的两个实例,提出了建筑结构采用时程分析时选用强震动记录的原则和方法,通过对唐山地区强震动记录的分析处理,得到了其峰值加速度及加速度反应谱,确定了本地区进行弹性时程分析时选用的强震动记录;研究了局部场地条件对地震动影响的唐山响堂三维强震动观测台阵,以唐山响堂台阵2号测井(地下32m)的基岩强震动作为输入,通过2号测井的土层剖面,利用2个一维土层地震反应分析程序,分别计算得到地表的峰值加速度和加速度反应谱,并把计算结果与同次地震相应的地表强震动记录峰值加速度与加速度反应谱进行了对比分析。 相似文献
8.
考虑地震环境的人造地震动合成方法 总被引：9，自引：0，他引：9
本文将经验格林函数法和人造地震动反应谱拟合技术有机地结合起来,提出了一种新的人造地震动方法。利用已有的场地附近的小震记录合成可能发生的大震地面运动,以此作为人造地震动的初始值,通过反复调整初始加速度的傅氏幅值谱来拟合给定的目标反应谱,以得到满足精度要求的人造地震加速度时程。本文方法可以考虑地震环境和局部场地对地震动的影响。所合成的地震加速度时程具有时间强度和频率含量的非平稳特征,并且不需要人为规定强度包线。 相似文献
9.
深入揭示地震动峰值特性影响是推进地震动工程特性研究的有效手段。地震动峰值速度和峰值位移特性对结构弹塑性地震反应的影响规律尚需要探索。本文基于窄带时程叠加方法,人工合成具有相同加速度反应谱但峰值速度和峰值位移不同的4个序列地震动时程。其中第1、2序列地震动峰值速度为0.20 m/s,峰值位移分别为0.20 dm和0.40 dm,而第3、4序列地震动峰值位移为0.30 dm,峰值速度分别为0.15 m/s和0.30 m/s。将地震动峰值加速度分别标定至400 cm/s2和800 cm/s2,并以此作为输入开展建设地震观测系统的6层钢结构弹塑性地震反应分析,使得结构发生不同弹塑性地震反应,对比分析在不同序列地震动作用下层间位移角和延性系数等结构工程需求参数差别,探索峰值位移和峰值速度对结构弹塑性地震反应的影响规律。分析表明,在非线性反应阶段后,结构层间位移角和延性系数的变异系数随着输入地震动峰值的增加而增大,地震动峰值特性对结构层间位移角和延性系数等参数有一定影响,影响幅度随输入地震动增加而增大,且峰值速度较峰值位移的影响更为显著。在进行结构设计地... 相似文献
10.
11.
This study aims to reveal the multi-scaling behavior and quantify the irregularity of near-fault earthquake ground motions from a new perspective of multifractal theory. Based on multifractal detrended fluctuation analysis, the multifractal characteristic parameters of acceleration time series for typical near-fault ground motions are calculated, and their correlations with two period parameters (i.e., mean period Tm and characteristic period Tc) and box-counting fractal dimensions are analyzed. Numerical results of strong nonlinear dependence of generalized Hurst exponents h(q) upon the fluctuation orders q indicate that near-fault ground motions present the multifractal properties and long-range correlation obviously. Furthermore, the scaling exponent h(2) of near-fault records has a strong correlation with their periods Tm and Tc, and strongly negative correlation with their box dimension. Moreover, h(2) can be regarded as a measure of frequency content and irregularity degree of strong earthquake ground motions. Finally, it is pointed out that the long-range correlation of small and large fluctuation is the major source of multifractality of near-fault ground motions. 相似文献
12.
人工神经网络是用来模拟人脑智能特点和结构的一种模型,具有很强的非线性映射功能．把它引用到地震前兆观测数据的分析处理中,可为前兆观测更好地服务于地震分析预报开辟出一条新路,也是对人工神经网络方法应用的推广．本文分析了时间序列的可预测性,给出了用人工神经网络预测地震前兆混沌时间序列的方法,并以江宁台和徐州台SQ 型地倾斜仪观测及溧阳台体应变观测的时间序列为例,对其作了预测和处理．结果表明:用该方法处理达到的精度能满足实际工作的需要,因而该方法在今后的实际地震分析预报工作中具有重要应用价值． 相似文献
13.
李强 《地震学报(英文版)》2000,13(4):434-439
IntroductionThere are some problems we often meet when we work for earthquake forecasting with theobservational data of earthquake precursor observation. Such items as the deformation of earth'scrust, underground fluid, geoelectricity and so on. These problems include that the ceasing workof the observational apparatus because of malfunction or accident in case of emergent ewthquakesituation will lose some imperative information and make it more difficult to evaluate futUreearthquake situation… 相似文献
14.
以1997年4月11日新疆伽师地震（Mw6.1）为例,详细介绍了近断层强地震动场的预测方法.首先,用有限断层震源建模方法建立了该次地震的震源模型;然后,基于动力学拐角频率的地震动随机模拟方法,模拟了该次地震仅有主震加速度记录、且位于巨厚土层上的三个台站的加速度时程,并用实际地震记录进行了验证.在此基础上,基于预测的近断层77个节点的加速度时程的峰值绘制了该次地震的加速度场.结果表明,上述方法模拟的加速度时程在0.5 Hz以上的高频段是可行的、实用的;预测的近断层加速度场具有非常明显的上盘效应.地表最大加速度的范围与断层面上最大凹凸体位置相对应,说明与断层面上凹凸体相对应的地面上的建（构）筑物将会遭受到较为严重的震害. 相似文献
15.
A method for generating a suite of synthetic ground motion time‐histories for specified earthquake and site characteristics defining a design scenario is presented. The method employs a parameterized stochastic model that is based on a modulated, filtered white‐noise process. The model parameters characterize the evolving intensity, predominant frequency, and bandwidth of the acceleration time‐history, and can be identified by matching the statistics of the model to the statistics of a target‐recorded accelerogram. Sample ‘observations’ of the parameters are obtained by fitting the model to a subset of the NGA database for far‐field strong ground motion records on firm ground. Using this sample, predictive equations are developed for the model parameters in terms of the faulting mechanism, earthquake magnitude, source‐to‐site distance, and the site shear‐wave velocity. For any specified set of these earthquake and site characteristics, sets of the model parameters are generated, which are in turn used in the stochastic model to generate the ensemble of synthetic ground motions. The resulting synthetic acceleration as well as corresponding velocity and displacement time‐histories capture the main features of real earthquake ground motions, including the intensity, duration, spectral content, and peak values. Furthermore, the statistics of their resulting elastic response spectra closely agree with both the median and the variability of response spectra of recorded ground motions, as reflected in the existing prediction equations based on the NGA database. The proposed method can be used in seismic design and analysis in conjunction with or instead of recorded ground motions. Copyright © 2010 John Wiley & Sons, Ltd. 相似文献
16.
This study explores the irregularity and complexity of strong earthquake ground motions from the perspective of fractal geometry, and constructs a relation with the frequency content of the ground motions. The box-counting fractal dimensions and five representative period parameters of near-fault ground motions from the Chi-Chi and Northridge earthquakes are calculated and compared. Numerical results indicate that the acceleration and velocity time histories of ground motions present the statistical fractal property, and the dominant pulses of near-fault ground motions have a significant influence on their box dimensions and periods. Further, the average box dimension of near-fault impulsive ground motions is smaller, and their irregular degree of wave forms is lower. Moreover, the box dimensions of ground motions reflect their frequency properties to a large extent, and can be regarded as an alternative indicator to represent their frequency content. Finally, the box dimension D of the acceleration histories shows a considerably negative correlation with the mean period T. Meanwhile, the box dimension of the velocity histories Dye is negatively correlated with the characteristic period T and improved characteristic period Tgi. 相似文献
17.
A. Elenas 《Soil Dynamics and Earthquake Engineering》1997,16(5):317-322
The first part of this article describes some strong motion acceleration parameters of seismic excitations. Furthermore, a classification of the ground motions at a site according to their damage potential is presented. The second part deals with a nonlinear dynamic analysis of a six storey reinforced concrete plane frame. Damage indicators in the form of cross sectional ductility demand are evaluated and correlated with the strong motion characteristics. The aim is to extract among the several seismic parameters, those which have drastic affection on the damage indicators of the structures. The attention is focused on earthquake acceleration time histories, recorded in Greece, Central and North America, which are well-known sites with strong seismic activity. 相似文献
18.
2022年3月16日在日本福岛县东部海域发生7.4级地震,本文基于近实时震害评估系统RED-ACT对此次地震进行了快速评估,包括强震动记录分析、区域地震破坏力震害评估结果和典型桥梁破坏,并结合实际震害对比了该系统评估结果以及其他主要震害快速评估系统的分析结果,结果表明：(1)此次地震造成的地面运动强度较大,多数台站记录PGA较2021年福岛7.3级地震更强,反应谱在0.5～1.3s区间呈现远高于2021年福岛地震的趋势。(2)RED-ACT的震害评估结果相较于日本NIED-CRS系统和美国USGS-PAGER系统与实际震害更为接近,在强震动记录较为密集的地区,开展基于强震动时程和建筑非线性分析的震害评估能够得到更为准确的震害评估结果。(3)此次地震对白石市附近桥梁造成了一定的破坏,桥梁破坏附近处的强震动会对典型桥梁结构造成一定程度的破坏。 相似文献
19.
This paper proposes a new multi-step prediction method of EMD-ELM (empirical mode decomposition-extreme learning machine) to achieve the short-term prediction of strong earthquake ground motions. Firstly, the acceleration time histories of near-fault ground motions with nonstationary property are decomposed into several components of intrinsic mode functions (IMFs) with different characteristic scales by the technique of EMD. Subsequently, the ELM method is utilized to predict the IMF components. Moreover, the predicted values of each IMF component are superimposed, and the short-term prediction of ground motions is attained with low error. The predicted results of near-fault acceleration records demonstrate that the EMD-ELM method can realize multi-step prediction of acceleration records with relatively high accuracy. Finally, the elastic and inelastic acceleration, velocity and displacement responses of single degree of freedom (SDOF) systems are also predicted with satisfactory accuracy by EMD-ELM method. 相似文献