側滑步 的英文怎麼說

中文拼音 [zhāi]
側滑步 英文
side step
  • : 側形容詞[方言] (傾斜; 不正) slant; sloping
  • : 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名詞1 (步度; 腳步) pace; step 2 (階段) stage; step 3 (地步; 境地) condition; situation; st...
  • 滑步 : coulé
  1. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型,對中國古代木結構中的典型構造如:柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律; (二)通過單柱承載力試驗,測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量; (三)通過柱架低周反復荷載試驗,測定了柱架的抗移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和受壓試驗,測定了古建築木構件與木構件間摩擦系數,斗?抗移剛度,斗?恢復力特性及滯回曲線,斗?抗壓極限承載力及受力變形規律; (五)通過抬梁式殿堂間架模型振動臺試驗,測定了殿堂木構架結構自振周期,地震反應振形、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同測量,對柱根移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  2. Experiment on putting shot with side slide by bilingual teaching

    推鉛球技術教學中運用雙語教學法的實驗研究
  3. In the left side technology of backward slide of shot put " early turning the shoulder " is an easily mistaken movement

    摘要背向推鉛球左技術中的「過早轉肩」是公認的易犯錯誤動作之一。
  4. Afterwards, combining mathematical model with simulation model, the moving air traffic flow in airport was further analyzed ; the algorithms of random flight generation, departure waiting list and taxiing flow optimization was proposed to construct the airport practical evaluation model

    然後,結合數學規劃模型和模擬模型,進一分析了機場空系統空中交通流的運動情況,提出了隨機飛機流增減演算法、跑道頭離場等待隊列和行飛機流優化演算法,構建以實際飛行計劃為依據的機場實際容量評估模型。
  5. The next step explains how to get the smooth transition as shown on the left hand side of the image

    下一計劃,我們如何得到如下面左圖光過渡。
  6. Based on the test results and bearing formula for djcm pile composite ground under rigid foundations, it raises the design formula for the bearing capacity of djcm pile composite ground under flexible foundations. secondly, taking material nonlinear especially the glide between pile and soft soil into account, some tentative analysis and numerical analysis have been done by finite element software - ansys. it summarizes some basic regularity of the pile - soil stress ratio load transferring and variation along depth, deformation characters etc.

    其次,本文還應用大型有限元分析軟體ansys ,考慮水泥粉噴樁復合地基中樁-土材料的非線性特性,並特別考慮了樁和樁土之間有相對動的實際情況,對柔性基礎下水泥粉噴樁復合地基的力學性狀作了初的數值模擬分析,總結出柔性基礎下水泥粉噴樁復合地基中樁土應力比、荷載沿深度的傳遞特性和復合地基的變形特性等方面的基本規律。
  7. These phenomena show that the fault has strongly activities at the same time. at that time tan - lu fault zone occurred a large - scale left - lateral displacement. the strike - slip movement on the tan - lu fault zone cau sed the zhangbaling uplifting which became source region and the hefei basin appeared strike - slip flexure at the west side of the fault

    說明了控盆斷裂?郯廬斷裂帶在該時期具有強烈活動,且以大規模走運動為主,郯廬斷裂帶的走使得東張八嶺進一快速隆升,仍構成沉積物源系統;在斷裂西,合肥盆地因走而撓曲,形成沉積可容空間。
  8. And if you hit your forehand from an open stance ( that is, with most of the front of your body facing the net ), you ' ll benefit from additional material along the medial portion of the upper since that area often slides along the court and wears down faster as you play

    如果你是開放式正手(即,你身體的正面大部分面對球網) ,你會受益於鞋面的內有增加的材料的鞋,因為那個部分經常要在球場上,磨損更快。
  9. After using this recovery step footwork, the next step is to slide the additional distance to your ideal recovery position on court

    在使用這個恢復法后,下一就是側滑步回位到場上理想位置了
  10. By the summarizes and the whole analysis with the experimental results of the 20 specimens, the slip - distributions on tensile and compressive side of steel shape flange were obtained and the influence of the factors such as relative eccentricity e0 / h the slendemess ratio 10 / h on the bond - slip properties was further studied

    根據20個偏壓柱移的測試結果,進行綜合分析和歸納,基本得到了型鋼拉、壓翼緣移的分佈規律,並進一以偏壓柱長細比、偏心距為主要參數,分析了其對粘結移性能的影響。
  11. Try watching the pros and see what method they use to recover

    在使用這個恢復法后,下一就是側滑步回位到場上理想位置了
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