We proved the second mean value theorem of integral with intermediate value of continuous function and absolute continuity of integral, and determine that is true even in the infinity interval with same method.

用連續(xù)函數(shù)的介值性和積分的絕對(duì)連續(xù)性證明了積分第二中值定理，并用同樣的方法證明了當(dāng)區(qū)間為無窮區(qū)間時(shí)的積分第二中值定理A片中文在线免费。

Based on investigating the short and intermittent structural plane, surrounding rockmass of the huge underground powerhouse in Three Gorge has been divided into five statistical similar areas according to its characteristic of rockmass structure by applying structure plane network simulation. Distributed characteristic of structural plane has been studied and based on it mechanics macrocharacteristic has been studied:(1) It is the first time that based on the result of structural plane network simulation rockmass quality of every structure area has been studied with applying blurred information optimum seeking technique and be compared with and RQD method. The result indicated that it has better effect to evaluate rock quality with blurred information optimum seeking technique.(2) It is the first time that the interrelated relationship of the result of in-suit rockmass deformation test and fractal characteristic of structure on test point has been applied to determine rockmass deformation parameter. The question of evaluating deformation parameters of engineering rockmass has been solved.(3) Anisotropy strength parameters have been determined by applying shear zones simulating method. The result indicated that there are different strength parameters in every structural area, after comparing the result of Fast Lagranian Analysis in continua number simulation method with that of method of weighted mean according to continuity. The result indicated that when a suitable reduction coefficient is been considered rockmass strength parameters can be simply and fast determined with method of weighted mean according to continuity where there is not enough test result.(4) Damage characteristic has been studied based on analysis fractal characteristic of structural plane network by applying fractal-damage coupling method. It is the first time that the concept of damage degree has been set up to evaluate rockmass quality according to the biggest principal damage.

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Indeed, without such a centralized administration, the execution of any such gigantic scheme as Pan-Germanism, extending necessarily over a long series of years and requiring continuity of policy and careful preparations for eventualities known of necessity only to a few, would be utterly impossible. In England and in France, power is distributed in too many hands to make continuity of policy and vigor of administration really possible; in Russia, the country itself is too large to be directed efficiently by a single head; in Germany, the happy mean is found.

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continuity in the mean：均方連續(xù)性

continuity equation 連續(xù)方程 | continuity in the mean 均方連續(xù)性 | continuity interval 連續(xù)區(qū)間

continuity in the mean：均方連續(xù)性;平均連續(xù)性

自下連續(xù) continuity from below | 均方連續(xù)性;平均連續(xù)性 continuity in the mean | 連續(xù)性法 continuity method

continuity in the mean：均方連續(xù)性,均方連續(xù)性

continuity from above 上連續(xù) | continuity in the mean 均方連續(xù)性,均方連續(xù)性 | continuity in the mean square 均方連續(xù)性,均方連續(xù)性

continuity in the mean square：均方連續(xù)性,均方連續(xù)性

continuity in the mean 均方連續(xù)性,均方連續(xù)性 | continuity in the mean square 均方連續(xù)性,均方連續(xù)性 | continuity law 連續(xù)性定律