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991.
The aim of this short note is to test whether the morphological skeletal network (MSN) of water bodies that resembles a river network follows Horton's laws. A fractal relationship of MSN of a water body is also shown. This investigation shows that the MSN of the Nizamsagar reservoir follows Horton's laws. Furthermore, this reservoir has a fractal dimension (D
m) of 1.92 which was computed by using two morphometric quantities and the fractal dimension of the main skeletal length (d). This value tallies exactly with the fractal dimension (D
f) of the whole MSN computed through box-counting method. 相似文献
992.
993.
A mathematical model of the disturbance of the stationary geothermal field due to a three-dimensional perturbing body embedded near the surface of a two layered earth. The theoretical analysis is based on the generalized theory of the double-layer potential, similar to the boundary integral method likely to direct current geoelectricity problems. Special attention is paid to cases in which a pan of the body's surface is tangential to the planar boundaries of the substratum or of the surface of the earth The numerical calculations are performed for a three-dimensional prism using methods similar to the boundary element method (BEM). Numerous graphs are shown for the disturbance of the temperature field and of the heat flow on the surface of the earth and along vertical profiles (boreholes). 相似文献
994.
Modelling of pile wave barriers by effective trenches and their screening effectiveness 总被引:2,自引:0,他引:2
The three-dimensional problem of isolation of vibration by a row of piles is studied numerically on the basis of a model replacing the row of piles by an effective trench in order to reduce the modelling complexity. The analysis is accomplished with the aid of an advanced frequency domain boundary element method, which is used for both the infilled trench and the soil medium in conjunction with a coupling procedure based on enforcement of equilibrium and compatibility at the trench–soil interface. Linear elastic or viscoelastic material behaviour is assumed for both the piles and the soil. The piles can be tubular or solid and have circular or square cross-section. The vibration source is a vertical force, harmonically varying with time, and the row of piles acts as a passive wave barrier. The effective trench model is constructed by invoking well known homogenization techniques used in the mechanics of fibre-reinforced composite materials, and its accuracy is compared against a rigorous boundary element analysis modelling each pile separately in full contact with the soil medium. On the basis of the effective trench model, the screening effectiveness of a row of piles is studied through parametric studies. 相似文献
995.
Flow failure of sandy subsoil induced by seismic liquefaction is known to cause significant damage to structures. It is induced not only by the dynamic forces exerted by seismic acceleration but also by the static gravity force in consequence of the topography of the ground. The ground flow may sometimes continue after the end of the seismic loading and finally the ground is significantly deformed to cause a failure.This paper numerically predicts the magnitude of flow that could occur when soil liquefaction continues for a sufficiently long period. It is considered that liquefied soil behaves like a viscous liquid, and hence, ground flow is governed by the principle of minimum potential energy. In the calculation, liquefied sand is assumed to be a viscous liquid that deforms in undrained conditions with its volume remaining constant. To consider the non-linearity due to large displacement, the updated Lagrangian method is used to solve the equation of motion. The Newmark β method is employed to calculate the time history of the ground motion. Finally, a simulation using this calculation method shows that the proposed method gives reasonable results for the conditions indicated. 相似文献
996.
This article demonstrates how system identification techniques can be successfully applied to a soil-structure interaction system in conjunction with the results of the forced vibration tests on the Hualien large-scale seismic test structure which was recently built in Taiwan for an international joint research. The parameters identified are the shear moduli of several near-field soil regions as well as Young's moduli of the shell sections of the structure. The soil-structure interaction system is represented by the finite element method combined with infinite element formulation for the unbounded layered soil medium. Preliminary investigations are carried out on the results of the static stress analysis for the soil medium and the results of the in-situ tests to divide the soil-structure system into several regions with homogeneous properties and to determine the lower and upper bounds of the parameters for the purpose of identification. Then two sets of parameters are identified for two principal directions based on the forced vibration test data by minimizing the estimation error using the constrained steepest descent method. The simulated responses for the forced vibration tests using the identified parameters show excellent agreement with the test data. The present estimated parameters are also found to be well compared with the average value of those by other researchers in the joint project. 相似文献
997.
998.
秦岭造山带中热水沉积成矿盆地的研究思路与方法初探——兼论秦岭超大型金属矿集区的研究与勘查 总被引:2,自引:1,他引:1
以秦岭造山带中热水沉积成矿盆地为例, 讨论了热水沉积成矿盆地的研究思路与方法(1), 在这些盆地中已发现了一批大型-超大型矿床, 也是秦岭超大型矿集区的研究原理、研究及研究内容等基本准则。提出盆地充填史、盆地内同生构造作用等研究沉积盆地形成与发展。认为秦岭热水沉积成矿盆地具有分级特征, 热水沉积岩相是主要的物质组成。总结了秦岭中(火山)热水沉积成矿盆地、深水缺氧环境中热水沉积成矿盆地、叠合盆地、复合盆地、拉分盆地、裂陷盆地等六种构造-沉积岩相时间-空间组合模式, 它们是超大型金属矿床产出部位。 相似文献
999.
将饱和土体视为由弹性骨架和不可压缩流体组成的两相孔隙介质,取固相位移,液相位移,孔隙水压力为场变量。从两相孔介质的动力耦合微分方程出发,利用伽辽金原理和Wilson-θ法导出了三场有限元积分方法,该方法可进行二维非均匀饱和土体的地震反应分析,文中通过算例讨论了非均匀饱和土体地震反应的一些特征。 相似文献
1000.
方钢管混凝土柱的三维非线性分析 总被引:24,自引:0,他引:24
本文建立了一个三维非线性有限元计算模型,旨在用来准确,有效地分析钢-混凝土组合结构,其中混凝土材料模型在于亚弹性亚弹性正交异性理论,采用Sargin的非线性应力-应变方程表达以及拉伸,压缩破坏面,钢单元采用等向强化的Von Mises弹塑性模型,试验和计算比较表明该计算模型是一个比较简单但准确,有效的模型。 相似文献