uniformly distributed loads 中文意思是什麼
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The live loads were applied by a standard system of ring dynamometers with attachment points distributed uniformly on the upper surface of the decking.
用一系列標準環式測力計施加活荷載，其接觸點均勻分佈於面板的上部表面。 -
Under action of uniformly or polynomial distributed load, upper and lower critical loads of revolving shells ( including conical shells, spherical shells and quartic polynomial shells ) with uniform thickness, linearly, exponentially or polynomial variable thickness were evaluated
給出了均布或多項式分佈荷載作用下，等厚度、線性、指數型或多項式型變厚度的圓錐殼、球殼或四次多項式型旋轉殼的上、下臨界荷載。 -
A concept named modified or generalized simply supported edges is therefore introduced, i. e., superimposing altogether the solutions to the rectangular plate with four simply supported edges on which the uniformly distributed load locally acts, to the rectangular plate with four simply supported edges of which one of them is under the action of distributed bending moment and to the rectangular plate with various generalized simple supported edges and then taking the continuity condition of boundary, so as to let the result of superimposition satisfies all boundary conditions, an analytic solution is given to the rectangular overhanging plates on which any kinds of loads are acting
使用了變相的或廣義簡支邊的概念，將四周簡支局部作用分佈載荷矩形板的解、四周簡支一邊作用分佈彎矩矩形板的解及各種具有廣義簡支邊的矩形板的解進行疊加，並應用邊界連續性條件，令這樣的解滿足所有邊界條件，得到了任意載荷作用下矩形外伸板的解析解。 -
Under action of uniformly distributed load or line load along inside edge, the upper and lower critical loads of truncated spherical shells with exponentially variable thickness and rigidly clamped edge were consistent with those obtained by other methods
在均布荷載或內邊緣均布線荷載作用下，指數型變厚度固定夾緊開頂球殼的上、下臨界荷載得到了同其他方法一致的結果。 -
Under action of uniformly distributed load, line load along inside edge or uniform moments along outside edge, upper and lower critical loads of truncated conical shells and spherical shells with linearly variable thickness were computed
出了在均布荷載、內邊緣均布線荷載或外邊緣均布力矩作用下，線性變厚度開頂圓錐殼、球殼的上、下臨界荷載。 -
Since live loads on floor are usually expressed in terms of uniformly distributed loads for design purpose, in this paper, the sustained live load on floor are calculated respectively with the average load in room area and in batten area, while the transient live load on floor are computed with the average load in room area
採用室面積平均荷載法和進深板帶面積平均荷載法將樓面持久性活荷載等效為樓面均布荷載，給出了樓面持久性活荷載的計算結果；採用室面積平均荷載法計算給出了樓面臨時性活荷載等效值。 -
Focuses are then put on the flexural torsional buckling analysis of mono - symmetry i - section arches. closed form solutions are obtained for arches subjected to uniformly distributed radial load and to equal and opposite end moments. effects of different laying positions and of asymmetry of cross - section on buckling loads are included
在這個基礎上，對單軸對稱工字形截面拱在均勻受壓和均勻彎曲條件下的屈曲問題進行研究，給出臨界荷載的理論解答；分析了工字形截面不同放置形式和截面不對稱性對拱臨界荷載的影響，並與已有的理論進行比較。
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