prime vertical 中文意思是什麼

prime vertical 解釋
【天文學】卯酉圈。

  • prime : adj 1 最初的;第一的,首位的;首要的,主要的;原始的;基本的;原有的。2 最好的,第一流的,頭等的...
  • vertical : adj 1 垂直的,直立的,豎立的,縱的( opp horizontal )。2 頂上的,頂點的,絕頂的。3 【解剖學】頭...
  1. Radius of curvature in prime vertical

    卯酉圈曲率半徑
  2. Altitude on the prime vertical

    東西圈高度
  3. Compass prime vertical

    羅盤的東西圈
  4. Magnetic prime vertical

    磁主垂面
  5. True prime vertical

    真東西圈
  6. First, binary texture matrixes of horizontal and vertical direction were constructed in the template and target image, and then the prime matching result of the two directions was calculated according to the alogical xor logical operation in bytes and the final target correlation credibility was obtained by proportion sum at last

    在模板與目標圖像中分別提取水平、垂直方向上的二值化紋理特徵矩陣,然後根據位元組同或邏輯運算分別計算兩個方向上的最佳匹配值,最後,通過加權求和得到最終的目標相關置信度。
  7. Abstract : based on the systematic analysis of the shear behavior for r. c. beams, the tests of 11 simple supported beams under the top concentrated loads and the uniform loads are supplemented. the prime variable is shear span ratio, span depth ratio, horizontal web reinforcement ratio and vertical web reinforcement ratio. according to the test results, the working behavior, the prime shear failure modes, the effect of concrete and web reinforcement ( horizontal web reinforcement and vertical web reinforcement ) and other aspects of r. c. beams are analysed. the uniform calculation method for shear capacity of deep beams, short beams and shallow beams for practical is presented

    文摘:在對國內外鋼筋混凝土梁的受剪性能進行較系統分析的基礎上,補充了11根鋼筋混凝土簡支短梁在頂部集中荷載和均布荷載作用下的試驗,試驗梁的主要變化參數為剪跨比、跨高比、水平腹筋率和垂直腹筋率.根據試驗結果,對試驗梁的工作性能、主要的剪切破壞形態、混凝土項的抗剪作用、抗剪腹筋(包括水平腹筋、垂直腹筋)的作用等進行了較為深入的分析,提出了可適用鋼筋混凝土深梁、短梁和淺梁相互協調的受剪承載力的統一計算方法
  8. The key technologies that control wooden pagoda vertical compressive deformation were conducted. for the members that have high damnification and were lacking of bearing capacity need be replaced. northeast larch that has high strength and corrosion resistance is the prime timber, but this timber is easy to crack, so their crack resistance need studied

    分析發現,木塔底部幾層普拍枋和梁? (柱腳下的橫梁)的橫紋局壓抗力作用效應比最小的僅有0 . 24 ,勢必產生過大的變形,是引起木塔高度降低的主要原因,也是木塔當前最大的安全隱患。
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