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71.
Abstract Thermal convection in a vertically-mounted, rotating annulus of a particular design proposed by Davies and Walin (1977) is investigated. The annulus used in the present study differs from the conventional type in some important aspects: the sidewalls are finitely conducting, and the thermal conductance of the sidewalls is height-dependent. The theoretical model due to Davies and Walin is briefly recounted. The present study aims to verify the theoretical model; we have acquired numerical solutions to the governing Navier-Stokes equations. The numerical results are supportive of the theoretical contentions. The near-linear dependence of the isothermal slope on the parameter D, which is a function of Ω and ΔT, is corroborated within reasonable limits. New data on the vertical and radial structures of the meridional and azimuthal flows are presented. The numerical results also confirm that the shape of the sidewall thickness has a substantial influence on the meridional flow patterns. In the bulk of the interior flow field, the dominant azimuthal flow field and the temperature field are linked by the thermal wind relation. 相似文献
72.
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74.
Dispersion of Rayleigh-type surface wave is studied in a homogeneous transversely isotropic elastic layer overlying a nondissipative liquid-saturated porous solid half-space and lying under a uniform layer of homogeneous liquid. The frequency equation in the form of ninth-order determinant is obtained.Special cases have been deduced by reducing the depth of the layers to zero and by changing the transverse isotropic layer to an isotropic layer. Dispersion curves for the phase velocity have been plotted for a particular model. 相似文献
75.
板块运动是地幔对流的主要证据之一.同时,作为地球动力系统中一个相对独立部分,板块自身的存在和运动对地幔内部物质的流动形态有巨大影响.地幔内部的流动由两部分组成:一是由内部非绝热温度差异造成的自由对流解;另一部分是由在地表运动的板块所激发.作为系列工作的第一部分,本文研究球腔中的自由热对流问题.得到了对地幔对流研究有实际意义的下边界为自由、上边界为刚性情况下的临界瑞利数值,不同的瑞利数时球腔内流场和温度场的分布形态等. 相似文献
76.
F. Amini 《Soil Dynamics and Earthquake Engineering》1995,14(6):439-443
Two types of clayey soils, a kaolinite and a bentonite, were tested using a resonant column apparatus under random excitation conditions. The concept of root mean square (rms) strain was utilized for the purpose of strain calculations during random loading. The conventional estimator of the transfer function was used for random vibration analysis. The effect of confinement duration (at a constant pressure) on dynamic soil properties, namely damping and shear modulus, was evaluated. The results indicate that for both cohesive soils, the effect of time was less pronounced during random vibration than sinusoidal loading at the same rms strain. This effect is however more pronounced when the peak shearing strain of sinusoidal loading is considered. Furthermore, time effects were more pronounced at low strain levels than at high strain levels. 相似文献
77.
结合安徽省高速公路建设工程实例,介绍瞬态瑞雷面波勘探技术在公路工程地质勘察中的应用,解决沿线高边坡、深路堑、桥梁、隧道进出口的岩土分层,给出基岩风化分带等工程地质问题,省时、省力,取得了良好的经济效益和环境效益. 相似文献
78.
79.
This paper deals with the investigation of the effect of surface stress and conductivity on the propagation of surface wave
in isotropic, homogeneous, elastic media under the action of a primary magnetic field. Formulation of the general surface
wave propagation problem has been made, and the corresponding frequency equation has been derived. Frequency equations for
Rayleigh wave, surface shear wave and Stoneley wave have been deduced from that of general surface wave as special cases.
The effects of surface stress and magnetic field on the wave velocities and attenuation factors of Rayleigh wave and surface
shear wave are shown by numerical calculations and graphs. Some important wave velocity equations, as obtained by other authors,
have been deduced as special cases from the wave velocity equation for Stoneley wave. It is found that the combined effect
of surface stress and magnetic field modulates the wave velocity ratios and attenuation factors of Rayleigh wave and surface
shear wave to a considerable extent. 相似文献
80.
A method for parametric system identification of classically damped linear system in frequency domain is adopted and extended for non‐classically damped linear systems subjected up to six components of earthquake ground motions. This method is able to work in multi‐input/multi‐output (MIMO) case. The response of a two‐degree‐of‐freedom model with non‐classical damping, excited by one‐component earthquake ground motion, is simulated and used to verify the proposed system identification method in the single‐input/multi‐output case. Also, the records of a 10 storey real building during the Northridge earthquake is used to verify the proposed system identification method in the MIMO case. In this case, at first, a single‐input/multi‐output assumption is considered for the system and modal parameters are identified, then other components of earthquake ground motions are added, respectively, and the modal parameters are identified again. This procedure is repeated until all four components of earthquake ground motions which are measured at the base level of the building are included in the identification process. The results of identification of real building show that consideration of non‐classical damping and inclusion of the multi‐components effect of earthquake ground motions can improve the least‐squares match between the finite Fourier transforms of recorded and calculated acceleration responses. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献