滑塊選擇 的英文怎麼說

中文拼音 [kuāixuǎnzhái]
滑塊選擇 英文
feather selection
  • : 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...
  • : 名詞(古時佩帶的玉器) penannular jade ring (worn as an ornament in ancient china)
  • : Ⅰ動詞1. (挑選) select; choose; pick 2. (選舉) elect Ⅱ名詞(挑選出來編在一起的作品) selections; anthology
  • : 擇動詞(挑選) select; pick; choose
  • 選擇 : select; choose; opt; election; choice; culling; alternative
  1. Afterwards, take a piece of smooth ivory - you have one prepared in your drawing - box : take your palette, mix your freshest, finest, clearest tints ; choose your most delicate camel - hair pencils ; delineate carefully the loveliest face you can imagine ; paint it in your softest shades and sweetest hues, according to the description given by mrs. fairfax of blanche ingram ; remember the raven ringlets, the oriental eye ; - what

    「然後,拿出一的象牙來你在畫盒子里有一備著:拿出你的調色板,把你最新最漂亮最明潔的色澤調起來,你最精細的駱駝毛畫筆,仔細地畫出你所能想象的最漂亮的臉蛋,根據費爾法克斯太太對布蘭奇.英格拉姆的描繪,用最柔和的濃淡差別,最甜蜜的色澤來畫。
  2. The design and machining technology process of its molding part including the front moulding plate 、 front mould kernel 、 back mould plate 、 back mould kernel 、 back mould set piece 、 incline guide pin 、 slide steatite etc, and the choice and calculation of technology parameters of the impotent part, the design process of extrusion outfit, inject system and other makeup are specified in detail ; test and product have been introduced

    詳細地敘述了模具成型零件包括前模板、前模仁、后模板、后模仁、后模鑲件、斜導柱、等的設計與加工工藝過程,重要零件的工藝參數的與計算,推出機構與澆注系統以及其它結構的設計過程,並對試模與產品缺陷作了介紹。
  3. This paper, in the light of the special geological environment and actual project situation of the three gorges reservoir area, puts forward a comprehensive analysis and evaluation system suitable for the stability analysis of the bank landslide of the three gorges reservoir area under the premise of thorough consideration of the water influence on the stability of the bank landslide, and obtains the following achievements in several aspects that have the practical application significance and certain scientific research value : ( 1 ) it is discovered that the water activity is the primary factor of the formation of the new landslide and the revival of the ancient landslide. on the one hand, the rising underwater level reduces the actual stress of landslide ; on the other hand, the long time soaking of the underwater reduces the mechanics intensity of the landslide and the slide belt, both of which reduce directly the landslide stability ; ( 2 ) in view of the special condition of the three gorges reservoir area, this paper analyzes systematically the forces acted on the landslide of the three gorges reservoir area and the force varieties acted on the divided landslide when the water level changes between 175 meters and 145 meters. thus it is more scientific and comprehensive for the analysis of the forces acted on the landslide ; ( 3 ) this paper summaries systematically 10 kinds of typical computation projects by organic combinations of different kinds of situations in the dry season ( nature statue ), rainy season ( rainstorm or rains for a long time condition ), with 175m water level in the reservoir, during the earthquake, with the water level of the reservoir adjusted from 175m to 145m and so on, and produces

    本文針對長江三峽庫區特殊的地質環境與工程實際情況,在充分考慮水對庫岸體穩定性影響的前提下,提出了一個適用於長江三峽庫岸坡體穩定性分析的綜合分析評價體系,並取得了如下幾個方面具有工程實際意義和一定科學研究價值的研究成果: ( 1 )研究結果發現,水的活動是新坡形成或古坡復活的主要因素,一方面是由於地下水位升高降低了坡體的有效應力,另一方面是由於地下水的長期浸泡降低體及帶的力學強度,這兩方面的因素均將直接降低坡的穩定性; ( 2 )針對三峽庫區的特殊條件,系統分析了作用於三峽庫區坡體上的力系和庫水位在175m與145m間變化時體條的受力變化,從而使對作用於坡體上的力系分析更科學、更全面; ( 3 )通過對體處于旱季(天然狀態) 、雨季(暴雨或長期降雨狀態) 、 175m庫水位、地震以及庫水位由175m調節下降至145m等各種不同情況的有機組合,本文系統地歸納總結出了10種典型計算工況,並具體給出了相應的作用荷載的計算方法,使在庫區岸坡體穩定性分析評價時對計算工況及其作用荷載的計算更具規范性; ( 4 )具體運用c + + builder開發了關于坡體穩定性綜合分析評價系統,使對坡體穩定性分析計算更方便、更準確; ( 5 )將上述坡體穩定性綜合分析評價系統應用於重慶市豐都縣名山坡穩定性分析的具體事例中,分析結果表明,本文所提出坡體穩定性綜合分析評價方法對三峽庫區的坡穩定性分析是實用可行的。
  4. Secondly, the finite - element analysis on the typical slope section is performed with establishment of geology model, definition of boundary condition and proper selection of mechanical parameters. the result shows that the slope is of integral stability, and the failure mode mainly comprises infrequent block drop and wedge body breakage. considering the two failure modes of plane failure and wedge body breakage, and stability calculation under different work conditions, the slope stability is discussed and the sensibility ana lysis on its fraction angel and cohesion force is made

    然後通過建立地質模型、確定邊界條件、合理的力學參數,取典型斷面對邊坡進行數值分析,分析結果表明斜坡整體是穩定的,破壞類型以零星掉和楔體失穩下為主;為了定量計算邊坡的穩定性,對邊坡兩種破壞類型:單面下和雙面楔形體下,考慮不同工況進行穩定性計算,並對摩擦角和粘聚力進行穩定的敏感性分析。
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