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951.
It is fact that the severe ground motions of shear waves have a strong effect on the dynamic behavior of buildings and civil structures. We simulate near source strong motions of a pure shear wave and synthesize small motions, using the parameters based on the recorded accelerograms at the site that is regarded as a base rock in the Osaka basin, Japan. By making use of a stochastic technique, we can easily introduce higher frequency contents in the motions and apply the technique to the synthesis of small waves regarding as a green function. We also introduce to the analysis the useful relationships among the time duration Td, the seismic moment M0, the corner frequency fc and the high cutoff frequency fmax which were regressed by a simple representation scheme. Considering two active faults that may affect severe damage on buildings and civil structures, we try to predict strong ground motions in Osaka basin and show the characteristics of them. 相似文献
952.
This work examines the propagation of time harmonic, horizontally polarized shear waves through a naturally occurring heterogeneous medium that exhibits viscous behaviour as well as random fluctuations of its elastic modulus about a mean value. As a first step, the governing equation, which is a heterogeneous Helmholtz equation, is solved using algebraic transformations and the relevant Green's function is obtained for two sets of boundary conditions, one corresponding to a finite depth layer and the other to an infinite layer. Viscous material behaviour is introduced by considering the depth-dependent elastic modulus to be a complex quantity. Subsequently, material stochasticity in the medium is handled through the perturbation approach by assuming that the elastic modulus has a small random fluctuation about its mean value. The final results are closed-form expressions for the mean value and covariance matrix of both the wave speed profile in the medium and the corresponding Green's function. In Part II, (Soil Dynam. Earth. Engng, 1996,15, 129-39), two examples concerning seismic wave propagation in soft topsoil and in sandstone serve to illustrate the methodology and comparisons are made with Monte Carlo simulations. 相似文献
953.
IntroductionSince the late 1970s, the quickly developed global digital seismograph network has been providing high quality recordings of large earthquakes in global scale, based on which digital seismology has made great progress. Compared with large earthquakes, moderate and small sized shocks have more frequent occurrence, and comprise clues to geological tectonics and tectonic stress field in a region. Preceding and following a large earthquake, usually occur numbers of small events that im… 相似文献
954.
Introduction There are two kinds of methods for the mathematic study on electro-magnetic induction in geo-field: one is analytic method, such as integral equation method; the other is numerical model-ing method, such as finite difference method and finite element method. The analytic method can only be applied to the conductor with very simple shape, such as sphere, circular cylinder, etc. With the increasing of computing speed and popularity of computer, the numerical modeling methods are use… 相似文献
955.
(金星,瘳振鹏)Theoreticalresearchonintensityenvelopefunctionofstronggroundmotion¥XingJINandZhen-PengLIAO(InstituteofEngineeringMech... 相似文献
956.
957.
钢筋混凝土带暗支撑双功能剪力墙的力学计算模型 总被引:3,自引:0,他引:3
提出了钢筋混凝土带暗支撑双功能剪力墙结构。在试验研究基础上,建立了该体系的力学计算模型,计算结果与实测结果符合较好。 相似文献
958.
经验GREEN函数法研究丽江6.0级强余震的地震动及破裂特征 总被引:1,自引:1,他引:1
利用经验Green函数方法,用1996年云南丽江地震后的ML4.7级地震合成了这次地震的最大余震Ms6.0的加速度记录,通过与实际记录在频域和时域的对比研究,分析研究了地震动特征和这次最大余震的可能破裂特征,并对经验Green函数方法进一步的改进方向进行了探讨。 相似文献
959.
960.
以反应谱和功率谱密度函数表征的强震运动的统计特性 总被引:1,自引:0,他引:1
文中利用我国海城和唐山地震190条强震记录和美国西部138条强震记录研究了以反应谱和功率谱密度函数表征的强震运动的统计特性。反应谱用最大地面加速度归一化,即表为谱放大系数,功率谱密度函数用金井清谱描述。文中研究了参数的统计值和依赖性,以及谱放大系数和金井清谱参数与场地条件、震源和震中距等之间的相关性,分析比较了中美两国强震运动谱的统计特性,并对我国地震工程应用的强震运动谱的统计参数值的选取提出了建议。 相似文献