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1.
本文讨论的是没有强震资料的地区在做地震动模拟时遇到的一些问题。模拟的地震动时程曲线基于统计的衰减数据,如地面加速度峰值或速度反应谱。由于这些数据并不包含有关地震频率成分的信息,要使用相同的统计反应谱对地震动可以随机模拟为稳态或准稳态的设想加以证明。 相似文献
2.
《地震工程与结构动力学》2018,47(5):1360-1366
Stochastic ground motion simulation techniques are becoming increasingly popular because of enhanced computation power enabling direct simulation of complex response quantities. Priestley process assumption is the most general approach for stochastic modeling of earthquake ground motion. However, a framework for multicomponent ground motion simulation using the general Priestley process assumption is not available. Multicomponent motions are useful especially when the correlation structure between them significantly influences the response. The present study proposes a framework for frequency‐dependent principal component analysis (PCA), which facilitates Priestley process–based simulation of multicomponent ground motions. The study focuses only on the frequency‐dependent PCA part, and the results show high dependency of the principal components/directions on the frequency bands of the signals. The present work also advocates that the frequency‐dependent PCA should be preferred to the conventional PCA as the former can address the issues related to the frequency‐independent uniform modulation associated with the latter. 相似文献
3.
A friction controllable sliding isolation system was developed and experimentally and analytically investigated by Feng et al. (Feng, Q., Shinozuka, M. & Fujii, S. A. friction controllable sliding isolation system. J. Eng. Mech., ASCE, 1993, 119(6), in press), the control algorithm having been developed based on a key assumption that the structural motion is always in the sliding phase. However, this assumption may not be valid in cases where the sticking phase of the structural motion dominates. In this paper a new control algorithm is developed including the effects of stick—slip phases. Effect of time delay is included in the formulation. The developed algorithm is used to evaluate the accuracy and limitations of the algorithm with continuous sliding assumption. Response to various earthquake motions, simulated using the two control algorithms, is presented. Comparisons with experimental results are also presented. Effects of stick—slip phases on the response are evaluated. 相似文献
4.
The response of an elastic circular wedge on a flexible foundation embedded into a half-space is investigated in the frequency domain for incident pane SH-waves. The problem is solved by expansion of the motion in all three media (wedge, foundation and half-space) in cylindrical wave functions (Fourier-Bessel series). The structural model is simple, but accounts for both differential motions of the base and for the effects of soil-structure interaction. Usually, structural models in earthquake engineering consider either differential ground motion, but ignore soil-structure interaction, or consider soil-structure interaction, but for a rigid foundation, thus ignoring differential ground motion. The purpose of the study is to find how stiff the foundation should be relative to the soil so that the rigid foundation assumption in soil-structure interaction models is valid. The shortest wavelength of the incident waves considered in this study is one equal to the width of the base of the wedge. It is concluded that, for this model, a foundation with same mass density as the soil but 50 times larger shear modulus behaves as ‘rigid’. For ratio of shear moduli less than 16, the rigid foundation assumption is not valid. Considering differential motions is important because of additional stresses in structures that are not predicted by fixed-base and rigid foundation models. 相似文献
5.
关于全球板块运动模型ITRF2000VEL若干问题探讨 总被引：4，自引：0，他引：4
利用最新的国际地球自转服务（IERS）发布的国际地球参考架ITRF2000速度场，建立了一个独立于任何其它模型、安全基于现代空间大地测量实测结果的现今全球板块运动模型ITRF2000VEL，较百万年平均地质模型NNR－NUVELIA更能真正反映全球板块现今运动特征，相比ITRF96,晚接近于百万年地质模型NNR－NUVELIA，而且ITRF2000参考架在定向、原点和尺度的定义较ITRF96和ITRF97参考架有了改进，但ITRF200VEL模型存在诸多问题：总角动量|L|=0.127，即不为零，与协议参考架（CTRF）不符，存在整体旋转，并建立无旋转NNR－ITRF2000VEL模型，台站不均匀分布全球板块、部分板块界线不明确以及有的板块不满足刚性特征等，这些对ITRF2000的高精度应用和长期维持、地球自转参数的长期变化都将产生一定的影响。 相似文献
6.
Summary Using a simple model, the motion of the Earth's axis of rotation due to local, axially asymmetric irregularities in the distribution of masses at the Earth's core-mantle boundary, is investigated. Under the assumption of linear displacement of the pole of inertia with time, expressions have been derived for the motion of the pole of the axis of rotation. A numerical estimate of the extent of this motion is made for the characteristic dimensions of the irregularities. 相似文献
7.
Free-surface flow in porous media and periodic solution of the shallow-flow approximation 总被引：8，自引：0，他引：8
The equations describing the flow of liquid in a porous medium with a free surface are expanded when the shallow-flow assumption holds. Second-order theory is used to describe the propagation of steady periodic motion in the medium, driven by the oscillating level of a reservoir in contact with it. A linearized solution of the second-order theory is compared with a numerical solution and is found adequate even when the amplitude of the motion is comparable to the mean depth of the liquid. The predictions of the analysis are found in good agreement with two laboratory experiments. 相似文献
8.
In order to examine the effect of the spatial variation of ground motion on the response of an indeterminate structure, the stochastic responses of a two-span beam to spatially varying support excitations are analysed. A space-time earthquake ground motion model that accounts for both coherency decay and seismic wave propagation is used to specify the support motions, and the results are compared with those for various simplified excitations that are commonly used in practice. The response is computed through a linear random vibration approach with the structure being modelled by finite elements. The results of the study indicate that, even for moderate lengths, the effect of the spatial variation of ground motion can be significant. The assumption of fully coherent support motions (same excitations at all supports or delayed excitations allowing only for wave propagation) may be overconservative for some beams and unconservative for others. 相似文献
9.
Risk assessment of spatially distributed building portfolios or infrastructure systems requires quantification of the joint occurrence of ground‐motion intensities at several sites, during the same earthquake. The ground‐motion models that are used for site‐specific hazard analysis do not provide information on the spatial correlation between ground‐motion intensities, which is required for the joint prediction of intensities at multiple sites. Moreover, researchers who have previously computed these correlations using observed ground‐motion recordings differ in their estimates of spatial correlation. In this paper, ground motions observed during seven past earthquakes are used to estimate correlations between spatially distributed spectral accelerations at various spectral periods. Geostatistical tools are used to quantify and express the observed correlations in a standard format. The estimated correlation model is also compared with previously published results, and apparent discrepancies among the previous results are explained. The analysis shows that the spatial correlation reduces with increasing separation between the sites of interest. The rate of decay of correlation typically decreases with increasing spectral acceleration period. At periods longer than 2 s, the correlations were similar for all the earthquake ground motions considered. At shorter periods, however, the correlations were found to be related to the local‐site conditions (as indicated by site Vs30 values) at the ground‐motion recording stations. The research work also investigates the assumption of isotropy used in developing the spatial correlation models. It is seen using the Northridge and Chi‐Chi earthquake time histories that the isotropy assumption is reasonable at both long and short periods. Based on the factors identified as influencing the spatial correlation, a model is developed that can be used to select appropriate correlation estimates for use in practical risk assessment problems. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
10.
Far-field analysis of effects of unilateral rupturing fault on the space correlation of strong ground motion 总被引：1，自引：0，他引：1
IntroductionThe data of strong motion arrays indicate that the variation of strong motion is intensive within several kilometers. The effect of this kind of variation to long-span or extended structure is very large and has attracted the attention of scientists of earthquake engineering for a long time (FENG, HU, 1981; Abrahamson, et al, 1987, 1991; Abrahamson, 1992; Yamazaki, Turke, 1992). It is well-known that temporal and spatial variation of ground strong motion is generally affected b… 相似文献
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12.
本在震源为双侧线状断层破裂模型的假定下，根据震源理论和波谱随空间坐标的展开式，得到了场地两点地震动Fourier谱的表达式Ab(f)=Aa(f)exp(a1δ0 a2δθ，中提出了将双侧破裂模型分解为两个单侧破裂模型计算双侧破裂模型a1和a2的数值方法，以一次地震（M＝6）为例，分析了双侧破裂模型对地震动空间相关性的影响，计算了 a1和a2的实部和虚部以及孔径随震中距，方位角和频率变化的三维图像。 相似文献
13.
（金星，瘳振鹏）Ｔｈｅｏｒｅｔｉｃａｌｒｅｓｅａｒｃｈｏｎｉｎｔｅｎｓｉｔｙｅｎｖｅｌｏｐｅｆｕｎｃｔｉｏｎｏｆｓｔｒｏｎｇｇｒｏｕｎｄｍｏｔｉｏｎ￥ＸｉｎｇＪＩＮａｎｄＺｈｅｎ－ＰｅｎｇＬＩＡＯ（ＩｎｓｔｉｔｕｔｅｏｆＥｎｇｉｎｅｅｒｉｎｇＭｅｃｈ... 相似文献
14.
Assessment of ground motion variability and its effects on seismic hazard analysis: a case study for iceland 总被引：1，自引：1，他引：0
Teraphan Ornthammarath John Douglas Ragnar Sigbj?rnsson Carlo Giovanni Lai 《Bulletin of Earthquake Engineering》2011,9(4):931-953
Probabilistic seismic hazard analysis (PSHA) generally relies on the basic assumption that ground motion prediction equations
(GMPEs) developed for other similar tectonic regions can be adopted in the considered area. This implies that observed ground
motion and its variability at considered sites could be modelled by the selected GMPEs. Until now ground-motion variability
has been taken into account in PSHA by integrating over the standard deviation reported in GMPEs, which significantly affects
estimated ground motions, especially at very low probabilities of exceedance. To provide insight on this issue, ground-motion
variability in the South Iceland Seismic Zone (SISZ), where many ground-motion records are available, is assessed. Three statistical
methods are applied to separate the aleatory variability into source (inter-event), site (inter-site) and residual (intra-event
and intra-site) components. Furthermore, the current PSHA procedure that makes the ergodic assumption of equality between
spatially and temporal variability is examined. In contrast to the ergodic assumption, several recent studies show that the
observed ground-motion variability at an individual location is lower than that implied by the standard deviation of a GMPE.
This could imply a mishandling of aleatory uncertainty in PSHA by ignoring spatial variability and by mixing aleatory and
epistemic uncertainties in the computation of sigma. Station correction coefficients are introduced in order to capture site
effects at different stations. The introduction of the non-ergodic assumption in PSHA leads to larger epistemic uncertainty,
although this is not the same as traditional epistemic uncertainty modelled using different GMPEs. The epistemic uncertainty
due to the site correction coefficients (i.e. mean residuals) could be better constrained for future events if more information
regarding the characteristics of these seismic sources and path dependence could be obtained. 相似文献
15.
Summary Expressions for the time variation of gravity and for deformations of equipotential surfaces due to the free nutation of the Earth have been derived. The possibility has been shown of determining the polar motion by means of accurate gravity observations under the assumption that the other effects, particularly tidal, may be expressed with sufficient accuracy theoretically. The necessity of introducing gravity corrections due to the polar motion has been pointed out in investigating the secular variations of gravity and in accurate gravity measurements (standard error of the order of 0.01 mgal and less), in general. 相似文献
16.
Sreeram Reddy Kotha Dino Bindi Fabrice Cotton 《Bulletin of Earthquake Engineering》2016,14(4):1245-1263
The ergodic assumption considers the time sampling of ground shaking generated in a given region by successive earthquakes as equivalent to a spatial sampling of observed ground motion across different regions. In such cases the estimated aleatory variability in source, propagation, and site seismic processes in ground motion prediction equations (GMPEs) is usually larger than with a non-ergodic approach. With the recently published datasets such as RESORCE for Europe and Middle-East regions, and exploiting algorithms like the non-linear mixed effects regression it became possible to introduce statistically well-constrained regional adjustments to a GMPE, thus ‘partially’ mitigating the impact of the assumption on regional ergodicity. In this study, we quantify the regional differences in the apparent attenuation of high frequency ground motion with distance and in linear site amplification with Vs30, between Italy, Turkey, and rest of the Europe-Middle-East region. With respect to a GMPE without regional adjustments, we obtain up to 10 % reduction in the aleatory variability σ, primarily contributed by a 20 % reduction in the between-station variability. The reduced aleatory variability is translated into an epistemic uncertainty, i.e. a standard error on the regional adjustments which can be accounted for in the hazard assessment through logic-tree branches properly weighted. Furthermore, the between-event variability is reduced by up to 30 % by disregarding in regression the events with empirically estimated moment magnitude. Therefore, we conclude that a further refinement of the aleatory variability could be achieved by choosing a combination of proxies for the site response, and through the homogenization of the magnitude scales across regions. 相似文献
17.
Macroseismic investigation is presented with a new potential means of investigation in the ＂digital age＂. In this paper we studied several cases in the May 12, 2008, Wenchuan Ms8.0 earthquake with a view to exploring the feasibility of retrieving intensity, or even strong ground motion parameters, from public monitoring video which was originally deployed for security purposes. We used public monitoring video records from 44 sites across the meizoseismal region and its surroundings to estimate the intensity. By using the video from a bank in Dujiangyan, Sichuan Province and making the simple assumption that ground vibration is in the form of a propagating harmonic wave, we estimated that the local ground motion acceleration was 0.14g. 相似文献
18.
Macroseismic investigation is presented with a new potential means of investigation in the "digital age". In this paper we studied several cases in the May 12, 2008, Wenchuan Ms8.0 earthquake with a view to exploring the feasibility of retrieving intensity, or even strong ground motion parameters, from public monitoring video which was originally deployed for security purposes. We used public monitoring video records from 44 sites across the meizoseismal region and its surroundings to estimate the intensity. By using the video from a bank in Dujiangyan, Sichnan Province and making the simple assumption that ground vibration is in the form of a propagating harmonic wave, we estimated that the local ground motion acceleration was 0.14g. 相似文献
19.
从简化的电子运动方程出发,通过电子等效碰撞频率的修正因子依赖于介质电导率张量的假设,推导出弱电离气体折射指数的一个初等函数推广表达式。其结果与sen-Wyller公式近似,计算则简单得多。 相似文献
20.
本文从工程应用的观点，将强地面运动幅值谱?Ａ（ｆ）│表示为强度受到调制的随机过程即│Ａ（ｆ）│＝│Ａ（ｆ）│〔１＋ｎ（ｆ）〕其中，│Ａ（ｆ）│为随频率变化的确定性函数亦是│Ａ（ｆ）│的均值，ｎ（ｆ）为均值为零的随机过程。在随机过程ｎ（ｆ）为各态历经的假定下，研究了ｎ（ｆ）的功率谱密度函数的特征及其衰减形式。根据地震学的有关理论，提出了用四个参数控制幅值谱的均值随频率变化的函数形式并对拟合这些参数的 相似文献