滑動雙腳規的英文怎麼說

中文拼音 [dòngshuāngjiǎoguī]
滑動雙腳規英文
slide callpers

  • : Ⅰ形容詞1 (光滑; 滑溜) slippery; smooth 2 (油滑; 狡詐) cunning; crafty; slippery Ⅱ動詞(貼著物...
  • : Ⅰ形容詞1 (兩個) two; twin; both; dual 2 (偶數的) even 3 (加倍的) double; twofold Ⅱ量詞(用...
  • : 腳名詞1 (人或動物的腿的下端 接觸地面的部分) foot; [兒語] footsie; footsy 2 (東西的最下部) bas...
  • : Ⅰ名詞1 (畫圓形的工具) instrument for drawing circles 2 (規則; 成例) rule; regulation 3 [機械...
  • 滑動: slither; slippage; slipping; slide; sliding; run; sliding movement [motion]; glide; slump滑動閘門...

※中文詞彙滑動雙腳規在字典百科國語字典中的解釋。

  1. So this base isolation technique has profound prospects. unfortunately there exist definite difficulties in the calculation because of the nonlinear of the base friction force. now, both the equivalent damping method and the numerical calculatin of the vibration response of the base - isolated buildings are frequently used in the calculation of the seismic response of the base - isolated building. however both of them have certain drawbacks. in this paper, the response of the building with base - isolation system is derived by the method of fourier expansion for the friction force and the earthquake response. at the same time, the sliding vibration character of inertia of a single mass structure and the sliding vibration response of a muti - mass structure are discussed. the stable condition of the sliding base isolation system of a structure is given. in the end, two circes of base fixation and base sliding are analyzed by adopting ansys

    本文利用對摩擦力和地震響應進行付氏級數展開的方法導出了基底具有摩擦隔震系統的地震反應。同時,文中從研究單質點結構的慣性力入手,進而對多質點結構體系反應進行探討,分別給出了結構隔震的自身穩定條件。最後,本文利用ansys對基礎固定和基礎移隔震兩種工況進行了力模擬模擬分析,進一步證實了基礎移隔律。
  2. For jiangpinghe double - curved arch dam, 3 - d elasto - plastic fem is made, in which the point safety factors of the dam - abutments system and the safety margin for coefficients of sliding resistance on 7 potential sliding blocks of the dam before and after the reinforcement of the dam are calculated under the conditions of the normal storage level and the design flood level respectively based on the results from the analysis made with fem

    摘要對江坪河曲拱壩進行了三維彈塑性有限元分析,利用有限元應力成果分別計算了正常蓄水位、設計洪水位等3種工況下加固前後壩體壩肩系統的點安全系數和7個可能塊體的抗富餘系數。
  3. It indicated the integrated characteristic and general regularity of part block. the instability ways of block were fall at vault and single or double side glide at nance and sidewall

    塊體可能的失穩方式主要為拱頂直接掉落、拱腰和邊墻部位出現單面或塊體。
  4. En 2264 aerospace series. nuts, anchor, self - locking, floating, two lug, incremental counterbore, in alloy steel, cadmium plated, mos2 lubricated. classification : 900 mpa at ambient temperature 235 degrees celsius

    航空航天系列.合金鋼鍍鎘mos2潤深鍃孔耳鎖緊浮螺母.等級: 900mpa 235
  5. Sliding support for galeries. special sections th. specifications. acceptance testing

    採煤設備. th型剖面金屬棚架.范.驗收條件
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