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|  | | 为了更好的帮助您理解掌握查询词或其译词在地道英语中的实际用法,我们为您准备了出自英文原文的大量英语例句,供您参考。 | |
We give some concrete examples of MRA wavelet sets in the plane.
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The main result provides a concrete method of connecting certain pairs of wavelet sets.
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For the S1 we exhibit concrete examples of admissible Gabor atoms which are very closely related to uncertainty minimizing states.
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And some concrete fuzzy functions demonstrate our conclusions.
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Using the general model and a two-stage fusion strategy presented in this paper, a concrete multimodal VAD system is built.
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| | In this Paper,the important problems of temperature stresses in arch dams are analyzed. Firstly,we consider the transient elastic three dimensional temperature stresses.It is pro- posed to cut the dam into horizontal and vertical systems,compute the stresses and dis- placements arisen therein by the nonlinear temperature distribution on the assumption of Plane section of Bernoulli-Navier,then adjust the displacements of the horizontal and ve- rtical systems by the so called trial load method.Some tables are... | | 本文对拱坝温度应力的几个主要问题进行了研究。全文分为三部分,第一部分研究拱坝瞬时弹性温度应力的计算问题,建议把伯努里-纳维埃关于断面在变形后保持为平面的假定与试荷载法相结合来解决拱坝温度应力的空间问题,并提供了计算公式和图表,以便利计算。对厚拱坝的应力分析提出了一个简捷的近似处理方法。对温度折算成静水压力计算的方法进行了评述,指出了它的缺点。第二部分研究混凝土徐变对拱坝温度应力的影响,我们引用马斯洛夫教授关于混凝土徐变的积分方程来分析外界温度按简谐变化时的温度应力问题,得到了一个方便的计算公式。第三部分研究拱坝灌缝时的过度冷却对降低温度应力的效果问题,也建议了一个计算方法。 | | 文摘来源 | | In recennt years field tests have shown that the moduli of elasticity of rock foundation E_(OC) are generally not greater than those of concrete E_σ.When E_(OC)=E_σ, the coefficients of foundation restraint R are given in the following table,as shown by photoelasticity experiment. Coefficient of Foundation Restraint R (When E_σ=E_(OC)) y=height of the point in consideration. L=length of the block. When E_B≠E_(OC),R may be computed hy the following semi-empirical formula: R'=(1.82R)/(1+0.82(E_σ)/(E_(OC... | | 大体积混凝土坝的散热问题是如何解决大型水利枢纽建设速度的关键问题之一。本文从温度应力的观点说明考虑到基础变形、早期压应力、徐变及塑性变形等因素,注块的允许温差可以较目前采用的数值适当提高。再加上充分利用低温季节,大量埋入块石,沿主应力做斜缝及人工冷却等技术措施,便有可能大大加快混凝土坝的建筑,使我国水利水电建设的速度发生一个飞跃。 | | 文摘来源 | | It is an efficient way to study arch dams by structural model tests, especially when the valley is unsymmetrical or is surrounded with a complicated boundary. This paper describes the course of the studies of a high, double-curvature, thin-concrete arch dam by structural model tests. The dam is located on an unsymmetrical valley with steep canyon walls. Through several stages of studies and repeated modifications the dam is presented to be five-curvature. arches in the horizontal planes in order to d... | | 结构模型试验为研究拱坝应力的有效途径。本文所述乃利用结构模型试验方法进行国内其拱坝的应力研究,藉以改善该拱坝的设计。根据计算及试验结果对拱坝进行了四次修改,按合力线与中轴线重合以减少梁拱断面弯矩的原理将拱圈布置成多心圆,并采用砼垫座的方法将坝体修改成为左右对称,有效地改善了坝体应力。根据试验所得应力成果用壳体理论反算出中间梁断面处之外荷载以兹校核,结果与上水荷载甚为吻合。 | | 文摘来源 | |   | | << 更多相关文摘 |
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