floor girder 中文意思是什麼

floor girder 解釋
樓板主梁
  • floor : n 1 地板,地面。2 (樓房的)層。3 (船底的)肋板。4 (海洋、山洞等的)底。5 議員席;經紀人席。6 ...
  • girder : n. 【建築】縱梁,大樑,撐柱,撐桿,大型工字梁。 a framed girder構桁。adj. -less
  1. Visual observations showed that a horizontal displacement in the longitudinal direction of the bridge developed between the tie girder and the top flange of the floor beam at the end connection.

    肉眼觀察表明:在端節點處的系梁和橫樑上翼緣之間產生一種沿橋梁縱向的水平位移。
  2. Accessory support for floor board : adjustable support, cross girder, and buffing mat, with the support height : 150 - 350mm or decided by users

    地板支架配套:按地板每平方米配套可調支撐橫梁緩沖墊支架高度可根據用戶要求確定。
  3. Because the intervals of two side girders are relatively large in the structure of the floor, it is not even and some and out of shape that its bridge of panels must be produced at the same time horizontally and crookedly and vertically except deforming wholly, level analyse can receive the satisfied result already at this moment, is it is it accord with floor structure real work state, girder of cable - stay bridge just to analyse with whole out of shape relevant non - linear space of function while being out of shape while being above - mentioned to consider only, but about this research rarely seen to report bridge worker is it understand their receive strength characteristic in an all - round way to need badly publicly

    由於肋板結構中兩個邊主梁的間距較大,其橋面板除整體受力變形外必然同時產生橫向彎曲和縱向不均勻局部變形,此時平面分析已不能得到滿意的結果,只有考慮上述變形與整體變形相關作用的非線性空間分析才符合肋板結構主梁斜拉橋的實際工作狀況,但有關這方面的研究鮮見公開報道,橋梁工作者急需全面了解其受力特性。
  4. Basing on the feature of the structure member, the structure is simplified to a 3 - d model consist of space beams and shells, so we can make response spectrum dynamic analysis on the finite - element models. at last nonlinear finite element dynamic analysis was made about the structures. the calculated results reveal the rule of dynamic response about model the and show that the aseismic behaviour and failure mechanism of shear wall structure with src supporting frames and src girder transfer floor is better than that of rc one

    在7度多遇和罕遇地震力作用下,通過對振型、側向位移、傾覆力矩和剪力在給定抗側力結構間分配的比較,以及對框支柱和剪力墻的地震響應、轉換層樓板應力比較等模擬分析,得到型鋼混凝土梁式轉換層框支剪力墻結構較鋼筋混凝土梁式轉換層框支剪力墻結構抗地震力特性上有較明顯的改善的結論。
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