有支承懸臂梁 的英文怎麼說

中文拼音 [yǒuzhīchéngxuánbèiliáng]
有支承懸臂梁 英文
propped cantilever beam
  • : 有副詞[書面語] (表示整數之外再加零數): 30 有 5 thirty-five; 10 有 5年 fifteen years
  • : Ⅰ名詞1 (分支; 支派) branch; offshoot 2 (地支) the twelve earthly branches3 (姓氏) a surname...
  • : Ⅰ動詞1 (托著; 接著) bear; hold; carry 2 (承擔) undertake; contract (to do a job) 3 (客套話...
  • : 臂名詞1. (胳膊; 從肩到腕的部分) arm 2. (人體解剖學上多指上臂) upper arm
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  1. Against classical dynamic balancers of crank and connecting rod mechanism, the test system has virtue hereinafter : ( 1 ) supporting structure adopt projecting beam uniquely. the signal of vibration provoked by crank and connecting rod mechanism revolving is concentrated to strain beam. the signal is not only abundance, but also easy to test and the test sensitivity is great

    與傳統的曲柄連桿機構動平衡機相比,這種測試系統具以下優點:結構採用獨特的式結構,曲柄連桿機構在運轉過程中振動規律完全映射到的應變上,振動信號豐富且易測試、靈敏度高。
  2. Through the experimentation for the physical performance of cfpb masonry under local compression, the author has observed the deformation and failure of cfpbm. based on the mathematical statistics and regression analysis of the experimental data, the author derived a feasible and common formula for counting the cfpbm ' s local compression strength regarding the different local compression locations, analyzed stress distribution of local bearing masonry under beams end, and provided the calculating formula on effective supporting length of beam end in brick masonry. as the results of experiments demonstrate, owing to the cfpb ' s own holes " system, the beneficial effects, the bounding effect of surrounding masonry and the spread effect of force, have not developed completely

    試驗結果分析表明:由於多孔磚自身的孔洞結構,砌體內部的圍箍作用和力的擴散作用未得到充分發揮,局壓強度雖較軸心受壓強度所提高,但仍低於同情況下實心磚的局壓強度;當上部荷載作用時,對砌體局壓利的卸荷作用和內拱卸荷作用均不明顯,因此在推導端局壓強度計算公式時,未考慮此可能存在的利影響,計算偏安全;局壓強度提高系數公式除採用規范公式(二項式)的表達式,還用對數式進行了回歸推導,得到了一個較為普遍的公式;論文還對端局壓的長度計算公式進行了回歸推導。
  3. The results are important for dam base excavation and engineering disposal. ( 2 ) arch dam can be regarded as an elastic ground cantilever system composed of vertical cantilever, horizontal arch, and torsion structures. the dissertation takes the arch dam as load diversion system of arch - cantilevers system located on the ground composed of elastic cantilever

    ( 2 )將拱壩虛擬為由座落在壩基塊體限元上的一系列與水平拱組成,將視作由水平拱所的彈性地基,考慮徑向和切向調整,比以往的彈性地基只考慮徑向調整所發展;而且用塊體元模擬壩基,也能較精確地模擬壩基多種斷裂構造等對壩體結構行為的影響。
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