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Home > english-chinese > "size of section" in Chinese

Chinese translation for "size of section"

截面尺寸

Related Translations:
size:  n.1.大小,尺寸规模身材。2.(鞋帽等的)尺码,号;(纸张的)开。3.巨大,大量;相当大的分量。4.〔口语〕实情,真相。5.(人的)能力,才干,身价;(物的)质量,特性。6.量珠尺,珍珠筛。7.〔口语〕体重。8.〔古语〕(饭食、酒类的)定量;份饭。 短语和例子full size 如实物大。 life size 如真人一般大〔指雕像等〕。 a size seven hat
sizing:  n.胶料;填料;上胶,上浆。
sizes:  委托张数
sizer:  n.1.分粒器,整粒器;大小分档拣理器。2.〔英俚〕极大的东西。3.【化学】上胶器,填料器。短语和例子an egg sizer 鸡蛋拣理器。
sized:  adj.〔构成复合词〕1.有…大小的,…大小的,…号的,…开的。2.依据大小排列的。短语和例子small-sized 小型的,小号的。 medium-sized 中等大小的,中型的,中号的。
Example Sentences:
1.Specifies the size of sections in the output file
指定输出文件中的节的大小。
2.Option specifies the size of sections in your output file
选项指定输出文件中节的大小。
3.A value that specifies the size of sections in the output file
指定输出文件中节大小的值。
4.The size of sections in the output file
输出文件中的节的大小。
5.Option lets you specify the size of sections in your output file
选项使您可以指定输出文件中的节大小。
6.In connection with its self properties , we make an inquiry into the major parameters , such as ratio of height and span , equation of arch axis , geometry size of section and so on
针对该桥自身的特点,对拱肋矢跨比,轴线方程,截面的几何尺寸等主要技术参数做了探讨。
7.Because of low height of building , small size of section , the rigidity of double - prestress ultra - thin composite structure is relatively low and is comparatively sensitive to motive force of vehicles
二次预应力超薄梁组合结构因其建筑高度低,截面尺寸小,刚度相对常规梁要低,在车辆作用下动力反应较为敏感。
8.The objective function is the cost of anti - slide pile " s per meter ; the constraint conditions are the strength of anti - slide pile " s normal section and inclined section , the ratio of reinforcing design and the size of section in the design code ; the design variables are the height of section , the area of reinforcement and the amount of hoop . and the optimization model is solved by 0 . 618 method
本文提出的优化设计方法,以桩单位长度的总造价为目标函数,以规范对单筋梁的正、斜截面强度,配筋率及截面尺寸等要求为约束条件,以桩截面高度,抗弯纵筋面积,抗剪箍筋数量等为设计变量,来建立优化模型,并用0 . 618法进行求解。
9.The effect of different sizes of sections , modes and values of residual stresses are studied . through the analysis , the conclusion is arrived at that the universal slenderness ratio should be used to better correlate the stability of box section beams with the member length instead of the out - of - plane slenderness , and the stability coefficient is taken to be 1 . 0 for practical used box girder . then , the elastic critical loads of box section beam - columns are obtained based on the gjelsvik theory , and the relationship between axis force p and moment m is given
最后,运用ansys通用有限元程序的beam189单元,引入初弯曲和残余应力的影响,用考虑几何和材料双重非线性的有限元求解格式求得箱形柱在不同轴力和弯矩比例作用下的弹塑性极限承载力,通过对十几个不同截面尺寸构件在不同长细比下的承载力计算,发现在轴力p远大于弯矩m时,构件将是平面外失稳控制,而当轴力p远小于弯矩m时,构件则以平面内失稳为主。
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