unilateral load 中文意思是什麼

unilateral load 解釋
單側荷載
  • unilateral : adj. 1. 一方的，一側的，單邊的，單方的，片面的。2. 單系的〈指父系或母系一方〉。3. 【植物；植物學】單側的。4. 【語音】單邊音的。adv. -ly
  • load : n 1 裝載，擔子；負擔；工作（負荷）量。2 （車船等的）裝載量；一馱，一車，一飛機。3 【電、機】（機...
  1. Two numerating methods are used in traditional structural design of gate chamber. first, considering the gate frusta to be fastened on the weir body, it is calculated as plane stress problem independently. then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body, and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed

    傳統閘室結構計算有兩種計算方法，其一是將閘墩視為固端于堰體上，單獨進行閘墩平面受力計算，再將閘墩下部的計算結果（彎矩和垂直力）作為集中荷載作用於堰體上，堰體作為彈性地基梁或板進行片面應力計算。
  2. Third, draw a unilateral line from every load node to the sink point. the line ' s capacity is the load value of the node and the cost is zero

    從所有負荷節點到匯點各引一條單向弧，弧容量為節點負荷值，弧費用為零。
  3. First, suppose a source point and a sink point. second, draw a unilateral line from source point to every substation node. the line ' s capacity is set as corresponding substation ' s allowable load value and the line cost is set as the substation ' s unit load cost

    本文通過線性化處理后將網架優化模型描述為一個最小費用最大流問題，虛擬一個源點和一個匯點，從源點到各變電站節點各引一條單向弧，弧容量為變電站允許的負荷值，弧費用為變電站單位負荷的費用。
  4. The chongqing electric power load system was set up in 1992, and by 1996, a control center composed by novell network, six bi - directional relay transmit stations, 2 unilateral transmit stations and 1260 diversified terminals have been established, which covered areas managed by the former electric power bureau of chongqing. the system scope of the established electric power system was on the top place among the large and middle cities over the country

    重慶電力負荷控制系統始建於1992年，到1996年時，已建成了一個由novell網路構成的控制中心、 6個雙向中繼轉發站、 2個單向轉發站、各類型終端1260多臺，覆蓋原重慶電業局所轄供電區域。系統規模在當時全國各大中城市建立的電力負荷系統中居首位。
  5. In order to investigate the mechanics properties of square cft ( concrete - filled tubular ) stub columns with binding bars under unilateral eccentric loads, 14 specimens were tested by considering the parameters such as the steel ratio, the load eccentricity ratio and the location of the binding bars

    摘要為了解帶約束拉桿方形鋼管混凝土短柱在單向偏心荷載作用下的力學性能，進行了14個試件的偏壓試驗，主要研究截面含鋼率、荷載偏心率以及約束拉桿設置對帶約束拉桿方形鋼管混凝土短柱偏壓力學性能的影響。
  6. Based on the experimental studies and calculated analysis, nonlinear finite element analysis of r. c. shear wall with frame column under unilateral load is carried out by ansys program in order to understand the evolution of crack patterns, deformation and failure course of the specimens in theory computing

    在試驗研究的基礎上，採用ansys有限元分析程序，對剪力墻模型結構在單向加載下的性能作了非線性分析，從理論計算角度進一步了解其在水平荷載作用下的開裂、變形及破壞全過程。
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