The discrepancy of the eastern & western philosophical thinking mode not only distinctly impacts the development of philosophy itself and science & technology,but even brings entirely different philosophical and scientific result.

HDQAS masks the platform discrepancy of data sources based on Web services technology, implements data integration in a larger range through extracting, encapsulating and invoking of various data sources especially Web pages.

For the first time,this paper put forward the solid figure of HgS 4 tetrahedral configuration,and further discussed the results using the discrepancy of the coordinate micro environment.

Substantial Evidence Analysis on the Influence of the Regional Discrepancy of Urbanization Level Acting on the Disequilibrium of Regional Economic Growth in Guangdong Province

The paper regarding regional economic development of BINGTUAN as the research object,has analyzed the current situation and variation tendency of the discrepancy of BINGTUAN regional economy development level,draws the conclusion:the relative discrepancy of development level of BINGTUAN regional economy under the cordon,and the absolute discrepancy has exceeded the cordon,based on that,we analyzed lots of influence to BINGTUAN development in economy and society through the depth method.

The discrepancy of disease index between treatments and control were 14.29%~19.98%,7.22%~10.15%、2.33%~5.01% respectively in experiment of an artificially inoculated disease and were 3.10%~7.05%,3.80%~7.20%, -0.63%~3.65% respectively in the experiment of a natural disease infection.

This paper is from P2P technical and its advantage,P2P network and the interactive discrepancy of ~C/S ,P2P knowledge is shared,the information system of P2P has elaborated the way of realizing of this technology and the application in information network.

The first group of comparison only take the Tuiyin Soup, and the second group of comparison only take Acitretin Capsules. results The discrepancy of the group of treatment compared with the two groups of comparison is prominent (χ~2=4.1758、P<0.01,χ~2=8.7970、P<0.01).

The results showed that the discrepancy of melting temperature and volatilization rate is about(70 ℃) and 20.7%,respectively,with adding of 1% and 10% SiO_2 in fly ash.

An upper bound is found for the discrepancy of the best approximation and properties of best approximating functionals are investigated.

The discrepancy of this model was shown to be >amp;lt; 5.5% both for the entire water body and for its four constituent regions.

The discrepancy of the estimated PHC balance in Aniva Bay was found to equal 2.61%, which is within the calculation accuracy.

On a discrepancy of experiments supporting certain conclusions of general relativity

When properly applied to the data, it may yield the solution to the problem of the discrepancy of the polarized and unpolarized results on electron-proton scattering.

The magneto-optical dispersion of acetyl acetone was measured in a magnetic field of about 6000 gausses in intensity and 4 cms in length. Absolute values of Verdet constant for the substance were obtained. Account for the discrepancies of the values of e/m and the atomic specific rotations calculated from the data was given.

吾人曾用各种单色光,测定Acetyl acetone之磁偏极化。

The so-called "truss rigid frames" are those rigid frames with trusses as their horizontal beams, of which the two ends are rigidly connected to columns. Within the author's knowledge, all the methods available at present for analyzing such rigid frames are based on Certain special assumptions such as (1) that the positions of the points of contra-flexure in all the columns are previously known; (2) that the end rotations of a truss may be reprensented by that of its assumed line of axis as in the case of an...

The so-called "truss rigid frames" are those rigid frames with trusses as their horizontal beams, of which the two ends are rigidly connected to columns. Within the author's knowledge, all the methods available at present for analyzing such rigid frames are based on Certain special assumptions such as (1) that the positions of the points of contra-flexure in all the columns are previously known; (2) that the end rotations of a truss may be reprensented by that of its assumed line of axis as in the case of an ordinary beam; or (3) that the end verticals of trusses may be given certain prescribed deformations. Of course, the adoption of any of such assumptions leads to only approximate results inconsistent with the actual deformations of such rigid frames under any loading. Heretofore, the author did not know any correct method for analyzing such rigid frames. In this paper, the author presents two principles of the correct analysis of truss rigid frames. The first principle is that of "moment action on column" for computing the angle change constants of columns, and the second principle is that of "effect of span-change in truss" for computing the angle and span change constants of trusses.As, for computing the angle change constants of a truss, the dummy unit moment is a couple applied to its end verticals, so, for computing the angle change constants of a column, the dummy unit moment must also be a couple applied to the section of column rigidly connected to the end of a truss, in order to effect a consistent deformation at the joint of the two. This is the first principle.A truss just like a curved or gabled beam of which the effect of span-change can not be neglected, so truss rigid frames belong to the same category of what may be called "span-change" rigid frames such as rigid frames with curved or gabled beams. Therefore the span-change constants of trusses should be included besides their angle-change constants for analyzing truss rigid frames. This is the second principle.With the constants of columns and trusses are all computed in accordance with respectively the first and second principles mentioned above, truss rigid frames may be analyzed by any method including the effect of span-change as in the case of rigid frames with curved or gabled beams, and the results thus obtained will be exactly the same as by the method of least work or deflections without any special assumptions.In this paper, after the two principles are described and the formulas for computing the constants of columns and trusses are derived, the correctness of the two principles are then proved by the methods of least work, deflections and slope-deflection. A two-span truss rigid frame is analyzed under the following three conditions:Ⅰ. Applying both of the two principles to obtain the correct results.Ⅱ. Applying only the first principle to show the discrepancies of neglecting the effect of span-change in trusses as born out by comparing the results of Ⅱ with Ⅰ.Ⅲ. Applying neither of the two principles, and the truss rigid frames being analyzed by the special assumption (2) mentioned above with the line of axis at the bottom chord of truss, in order to show the discrepancies of neglecting the moment action on column as born out by comparing the results of Ⅲ with Ⅱ. For the sake of brevity, only the results are given in Tables 1 to 5 without computations in details.Although the discrepancies of neglecting the moment acticn on column are only slight as shown by comparing the results of Ⅲ with Ⅱ in Tables 2, 4 and 5, there is no reason why special assumptions should not be replaced by the correct principle of moment action on column to obtain correct results. As shown by comparing the results of Ⅱ with Ⅰ in Tables 2, 4 and 5, the discrepancies by neglecting the span change in trusses are generally considerable and, in certain particular part, as large as 3000%. Therefore, for the safe and economical design of truss rigid frames, the effect of span-change in trusses should not be neglected in their analysis.Finally, for analyzing co

A general formula for the gR factor is derived in accordance with the spirit of Skyrme's variational method. Numerial values of gR for nine nuclei in the neighbourhood of Lu175 are obtained using Nilsson's wave functions. The calculated values of gR depend on the discrepancy of the spin-orbit coupling parameter x between the neutron and the proton. They are near to the observed values, smaller than Z/A and greater than those of the cranking model with pair-correlation interaction taken into account.