层间储液的双层圆柱壳水弹性振动

本文对层间储有液体的双层圆柱层壳水弹性振动进行了详细的分析，重点研究了计算了双层圆柱厚壳考虑的剪切影响的刚度阵、质量阵及其水弹性动力特性，经出动水压力分布规律和任意动载荷下的动位移响应。文后附有算例，证明了本文方法的正确性和合理性。     

浪流冲击下圆柱—平台—土体—水流系统的动力响应分析

本文研究浪流冲击下圆柱－平台－土体－水流系统的动力响应问题，文中考虑了圆柱与水流和地基土之间的相互作用，由解析法给出了圆柱平台结构在浪流力激大局罡的动力响应分析，给出了具体算例的数值结果，并讨论了系统参数对动力特性的影响。     

地震力作用下刚性旋转壳贮液罐液体的动力反应

本文利用有限元法分析了在水平地震作用下刚性(?)转壳贮液罐液体的动力反应。理论分析与形成有限元公式所作的基本假设是罐内液体为理想流体以及它的流动是无旋的。 上述问题只有在圆柱形罐时才有解析解。根据理论分析与本文所建立的有限元公式设计了计算机程序,用它算出的贮液罐内液体晃动的固有频率与地震动力反应值与解析解相比具有很好的精确度。我们利用这一程序计算还得出结论:尽管Housner法是一种近似法,它只能求出液体晃动的基频,但该法仍具有相当的精确度。     

地震动扭转分量对薄壁柱壳结构的影响

从定性和定量两方面研究了地震动扭转分量对薄壁圆柱回转壳结构反应的影响．研究结果表明，扭转分量对结构反应贡献的大小主要与结构的高度、回转半径与结构高度之比及壳的刚度有关．对于核电厂安全壳和工业储油、储气罐结构，扭转地震动分量所产生的壳体反应是不应忽视的．      

长方体△T场及其梯度场无解析奇点理论表达式

首次明确指出文献中长方体△T场及其梯度场理论表达式在上半无源空间存在某些点的场值无法计算的解析“奇点”问题，通过详细的理论推导，深入分析了出现解析“奇点”的原因，并在此基础上导出新的长方体△T场及其梯度场在上半无源空间无解析“奇点”的理论表达式，对比模型正演计算结果表明，新导出的△T场及其梯度场无解析“奇点”理论表达式的正确。     

弹性半空间上固定边弹性薄扁壳基础在水平地震力作用时的非线性动力响应

本得出了薄扁壳的挠度及转角为零的弹性半空间上矩形边扁壳基础，在水平地震时具有非线性Ｒａｙｌｅｉｇｈ阻尼的动力响应的解析解，每次逼年解都有是一个双重Ｄａｈａｍｅｌ积分。     

海原8．5级大震区地壳结构探测研究

对西吉－中卫剖面深地震测深资料进行处理和解释，得到了海原8．5级大震区的壳幔速度结构和深部构造，结果表明，震区南北两侧壳内存在着明显的速度结构差异，南侧呈高，低速相间的结构特征，北侧为正的速度梯度层，在震区的下方存在着M面断裂或构造异常带。     

内浮顶油罐的地震反应分析

本文根据板壳和水弹性理论,应用有限元法和源汇法,分析计算了内浮顶油罐——壳-液-板耦联振动体系的地震反应。本文着重计算和分析了刚性基础上的内浮顶油罐的固有频率、振型和水平地面加速度作用下的动力反应,并分析和讨论了各种因素(液面晃动,浮板,顶盖)的综合效应。     

井地电法的准解析近似三维反演研究

研究复杂地电模型上的井地电法三维反演一直是一个具有挑战性的课题。本文在准解析近似和重加权正则化的共轭梯度法的基础上,用visualFortran6.5开发了井地电法三维准解析近似反演程序。反演过程中的正演和Frechet导数矩阵计算都应用准解析近似大大提高了计算的速度。通过理论模型的合成数据反演试算,说明基于准解析近似法和加权正则化的共轭梯度法的井地电法三维反演程序有着计算速度快,反演精度高等特点。     

应县～淄博剖面重力、地震测深联合解释

利用应县～淄博地震测深解释的二维速度结构，并将速度值转换为密度值，提供初始基本模型。运用任意多边形截面的块状二度体模型计算重力异常值，反演二维块状密度分布。计算结果表明：上、中地壳之间的滑脱面是一较明显的密度界面；下地壳底部的强速度梯度层──壳幔过渡带是一高密度层；五台山下部中、下地壳内的低速度块体是低密度块体     

Seismic design of flexible cylindrical liquid storage tanks

Seismic response of cylindrical storage tanks anchored to rigid base slabs is considered. Finite elements are used for the liquid and tank wall, idealized as a thin shell. For steel tanks of practical dimensions, design charts are presented for natural frequencies, maximum shear and overturning moment on the foundation, and maximum stress resultants in the tank wall. Furthermore, an analytical expression for the superelevation of the free surface is presented.     

Scattering of elastic wave by a cylindrical shell deeply embeded in saturated soils

The compression of soil grain and pore fluid as well as viscid coupling of pore fluid and soil skeleton is considered, the scattering problem of incident plane P1 wave （fast compressional wave） by an infinite cylindrical shell deeply embedded in isotropic saturated soils is studied by adopting the amended Biot model, amplitude equations about potential functions of scattering and refracting fields are obtained, and the effect of dimensionless frequencies and shell thickness on the back-scattering spectra and dynamic stress concentration factors of two types of cylindrical shells with high and low rigidity are numerically computed and analyzed.     

饱和弹性土体中圆柱壳体对弹性波的散射

考虑土颗粒、孔隙流体的压缩性及孔隙流体与土骨架之间的粘性耦合作用,采用修正的Biot模型,研究了入射平面P1波（快压缩波）在饱和土中不透水的圆柱壳体上的散射问题, 得到了散射和折射波场势函数的幅值方程. 通过数值计算, 分析了无量纲频率及厚度对高、低硬度两类圆柱壳体的背向散射谱和动应力集中因子的影响.      

Vibration of cylindrical shells with clamped ends

A general method is outlined for the determination of natural frequencies of cylindrical shells with any boundary conditions when the effects of rotatory inertia and transverse shear deformation are included in the analysis. This is applied to cylindrical shells with both ends clamped. It is shown that the inclusion of these effects tends to have a greater effect upon frequencies of cylindrical shells with clamped ends than it does for corresponding shells with simply supported ends, for which numerical results are available. The authors suggest an empirical relation, which together with the latter results enables rapid estimates to be made of the effects of rotatory inertia and shear deformation on the frequencies of a wide range of cylindrical shells with clamped ends. An assessment of the accuracy of the theory with these effects included is made by comparing frequencies with values from a three-dimensional elasticity theory, but this comparison has to be restricted to cylindrical shells with simply supported ends.     

Dynamic response of vertically excited liquid storage tanks considering liquid-soil interaction

The paper presents a dynamic response analysis of vertically excited liquid storage tanks including both liquid-tank and liquid-soil interaction. The system considered is a thin-walled, elastic cylindrical shell entirely filled with an incompressible and inviscid fluid, resting on a flexible foundation over an elastic halfspace with frequency dependent stiffness and damping parameters. The problem is treated analytically by the generalized-coordinate approach and then solved numerically using the complex frequency response analysis. For one special tank, natural frequencies and equivalent damping ratios are evaluated and compared with those corresponding to a rigid ground. The maximum dynamic pressure is calculated using the response spectra of the 1976 Friuli earthquake. A parameter study is carried out to show the great influence of variable soil stiffness upon the damping ratio of the shell-liquid-soil system.     

高温气冷堆核电厂建筑结构采用不同有限元模型的模态分析对比研究

建立有限元模型是核电厂建筑结构模态分析的重要前提。本文以某高温气冷堆核电厂建筑结构为原型，在分析方法相同的前提下，建立2种不同模型（Solid模型和Shell模型），并对这2种模型进行模态分析。重点分析、对比2种模型的自振频率和振型图，计算分析表明:Solid模型与Shell模型相比，计算得到的结构自振频率值较高，但两者的差异很小，前30阶自振频率相对误差小于3.4%；2种模型的计算结构振型基本一致。研究结果可为核电厂抗震性能分析和设计提供参考。     

An asymptotic model for resistive instability in the Earth's outer core

Abstract

Numerical work indicates that resistive instability may be the dominant mode of instability in the Earth's outer core for realistic core parameter regimes. In this paper, we assume that the Elsasser number is large in order to obtain an asymptotic analysis of resistive instability in an electrically conducting fluid confined to a rotating cylindrical shell of infinite extent in the axial direction. The dimensionless equations of motion are linearized about an ambient magnetic field which is purely azimuthal and depends only on the cylindrical radial variable. Applying the theory of ordinary differential equations with a large parameter, we obtain an asymptotic approximation to the solution. Relatively simple analytic expressions for the complex frequencies are obtained by applying the boundary conditions for insulating boundaries at the cylindrical sidewalls and then assuming that the ambient magnetic field vanishes at one or both of those sidewalls. The results appear to be consistent with previous numerical work.     

Seismic response analysis of adjacent liquid‐storage tanks

A refined substructure technique in the frequency domain is developed, which permits consideration of the interaction effects among adjacent containers through the supporting deformable soil medium. The tank‐liquid systems are represented by means of mechanical models, whereas discrete springs and dashpots stand for the soil beneath the foundations. The proposed model is employed to assess the responses of adjacent circular, cylindrical tanks for harmonic and seismic excitations over wide range of tank proportions and soil conditions. The influence of the number, spatial arrangement of the containers and their distance on the overall system's behavior is addressed. The results indicate that the cross‐interaction effects can substantially alter the impulsive components of response of each individual element in a tank farm. The degree of this impact is primarily controlled by the tank proportions and the proximity of the predominant natural frequencies of the shell‐liquid‐soil systems and the input seismic motion. The group effects should be not a priori disregarded, unless the tanks are founded on shallow soil deposit overlying very stiff material or bedrock. Copyright © 2016 John Wiley & Sons, Ltd.     

Natural frequencies of arch dam reservoir system—by a mapping finite element method

A simple mapping finite element method is used to calculate the coupled natural frequencies and mode shapes of realistic arch dam reservoir systems in which the dam is circular cylindrical with non-uniform cross-section. This method, in which both the dam and the reservoir domains are mapped into geometrically simpler shapes using cylindrical-polar transformations, is found to give accurate results, achieved simply and economically. Results of analysis show that hydrodynamic interaction has a substantial effect on the coupled natural frequencies and mode shapes; also that the effect of water compressibility in the type of dams considered can be ignored without significant loss of accuracy. A simple method is also presented for predicting the water compressibility effect before undertaking detailed response analysis.     

基于BP神经网络的网格结构损伤识别与试验研究

针对网格结构中杆件数量众多,但节点数总是远远小于杆件数的特点,损伤识别中采用了基于BP神经网络技术和面向节点的损伤初步定位方法的网格结构损伤识别的三步法。对双层柱面网壳结构模型在不同杆件去掉时的四种损伤情况下的振动特性进行了实测,并以实测低阶模态的频率变化率和少数测点的振型分量作为神经网络输入参数,对模型的各种损伤情况进行了识别。结果表明,所用的方法可以精简神经网络的结构,并提高其模式识别的能力。该方法可用于对大型复杂结构的损伤识别。