框周 的英文怎麼說

中文拼音 [kuàngzhōu]
框周 英文
frame period
  • : 框名詞(框架; 框子) frame; case
  • : Ⅰ名詞1 (圈子; 周圍) circumference; periphery; circuit 2 (星期) week 3 [電學] (周波的簡稱) c...
  1. To achieve good results, try to locate breeding and hiding places of insects ( such as in dark spots, in corners of rooms, in cupboards, cracks in walls, pipes, ducts, behind and beneath sinks and refrigerators, storerooms, cabinets and rubbish bins, baseboards around window frames, door sills and etc. ) before spraying

    為令效果更理想,噴灑目標應為發現害蟲或相信有害蟲的地方,如:房間的黑暗墻角、墻壁裂縫、杯櫃和碗櫃、渠管、雪櫃背後、鋅盆底、貯物室、抽屜、垃圾桶、地腳線、窗和門框周圍等。
  2. I must dip my hand again and again in the basin of blood and water, and wipe away the trickling gore. i must see the light of the unsnuffed candle wane on my employment ; the shadows darken on the wrought, antique tapestry round me, and grow black under the hangings of the vast old bed, and quiver strangely over the doors of a great cabinet opposite - whose front, divided into twelve panels, bore, in grim design, the heads of the twelve apostles, each enclosed in its separate panel as in a frame ; while above them at the top rose an ebon crucifix and a dying christ

    我得把手一次次浸入那盆血水裡,擦去淌下的鮮血,我得在忙碌中眼看著沒有剪過燭蕊的燭光漸漸暗淡下去,陰影落到了我圍精緻古老的掛毯上,在陳舊的大床的帷幔下變得越來越濃重,而且在對面一個大櫃的門上奇異地抖動起來柜子的正面分成十二塊嵌板,嵌板上畫著十二使徒的頭,面目猙獰,每個頭單獨佔一塊嵌板,就像在一個之中。
  3. The stiff floor structure has bigger displacement and smaller internal forces. under seismic forces, frame with eiastic fioor has bigger vibration period, and takes on complicated modes of vibration. due to the big vertical rotation, structure with elastic floor shows more prominently coupling vibration of bending rotating and twisting

    如,彈性樓板的結構位移比剛性樓板結構的位移大,內力也是彈性樓板結構的大;在地震力作用下,考慮彈性樓板變形的空間架振動期比剛性樓板架長,而且其振型表現得也比較復雜,由於豎向扭轉位移較大,彈性樓板結構表現出更明顯的彎扭耦聯振動。
  4. On the structural design of chongqing grand theater, german architect request adopt not only shear wall around the building, but also frame columns whose cross section is gracile ( b h = 400mm 1000mm )

    在重慶大劇院結構設計中,德方建築師要求除建築物邊採用剪力墻以外,中間架部分全部採用細長截面( b h = 400mm 1000mm )架柱。
  5. The scent, the smile but more than these, the dark eyes and oleaginous address brought home at duskfall many a commission to the head of the firm seated with jacob s pipe after like labours in the paternal ingle a meal of noodles, you may be sure, is aheating, reading through round horned spectacles some paper from the europe of a month before

    香水氣息,微笑,尤其烏黑眸子及圓滑到之談吐應對,使彼于傍晚為公司老闆230攜回大量訂貨單。老闆做完同樣工作,口銜雅各煙斗231 ,坐在祖傳的爐邊上面必煮著面條,透過角質圓眼鏡,閱讀一個月前之歐洲大陸報紙。
  6. The style of the border around the instructional text

    說明文本圍邊的樣式。
  7. The width of the border around the instructional text

    說明文本圍邊的寬度。
  8. The color of the border around the instructional text

    說明文本圍邊的顏色。
  9. For example, if the major scale unit is weeks, and you type 2, the scale will be separated into 2 - week segments

    譬如,如果主要時間刻度單位是「」 ,而您在「計數」中輸入2 ,那麼主要時間刻度將每兩分為一段。
  10. The section in the preview pane is surrounded by a flashing red box

    預覽窗格的圍是一個閃爍的紅色
  11. A border or rim of lead, as around a windowpane

    一鉛制邊界或,如圍在窗玻璃格四
  12. The rp 605z s automatic frame masking function eliminates heavy black borders from a print. simply press the frame masking key

    用家只需按下自動架掩蓋功能鍵, rp605z便能于列印時除去四的黑色邊。
  13. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒鋼架節點構造,設計了四種類型矩形鋼管混凝土柱與鋼梁連接節點,包括常規栓焊( wfp )節點、翼緣全螺栓連接( bfp )節點、雙t板連接( dst )節點以及加勁端板連接( sep )節點,進行了四類節點8個模型試件在柱端低反復荷載作用下的抗震性能試驗研究,比較了不同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對節點滯回曲線有顯著影響,全部節點都有顯著的剛度退化; 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓連接節點、雙t板連接與加勁端板連接節點都優于常規栓焊節點,可在實際工程中加以推廣。
  14. The width of the border around the text box labels

    文本標簽圍邊的寬度。
  15. The color of the border around the text box labels

    文本標簽圍邊的顏色。
  16. The style of the border around the text box labels

    文本標簽圍邊的樣式。
  17. The dynamo runs at rull speed to drive main shaft, then the main shaft makes the emulsifying wings in emulsification grove rotate, which absorbs the liquid in its brand groove into ring groove through guide vanes on upper and lower sides of the groove. the vanes spins circularly at high speed with the main shatf as center, and the blade and emulsificaton groove cut and crush it continuously. after that. it gers squeezed by the vanes highspeed centrifugal rotation. at last, it finishes isotropt emulsification tratment within extremely short time after continuous circulating mixing

    由電動機全速運轉帶動主軸,經主軸轉動乳化槽內之乳化翼片,使其將桶槽內之液體經槽上、下兩側之導流葉片吸入環狀槽內,經以主軸為中心高速圓旋轉葉片;連續使乳化翼端刀面與乳化間極小之間系高頻率之強力切割剪斷、粉碎,再借葉片高速離心旋轉排擠,持續循環混合,以極短之時間即可完成均質乳化之處理。
  18. In order to study how the floor stiffnesses influence on the mega steel - frame structures, the results of mode 1 and mode 4 of example 1, and those of mode 2 and mode 3 of three examples are compared. some conclusions are obtained as follows : compared with beams and columns of the common steel - frame structures, the cross - sectional dimension of mega beams and mega columns in the main - frames of mega steel - frame structures are very large. because the mega structure system has great lateral stiffness and entirety work behavior, whether or not considering the floor stiffness has less influence on the entirety responses of the mega steel - frame structures and on the displacement and internal forces of columns of the mainframe, but larger influence on the response of columns of hypo - frame

    通過對算例1方案1和方案4及算例1 - 3方案2和方案3結構期、位移和內力反應的比較,研究了樓板剛度對巨型鋼架結構反應的影響,得到如下結論:與普通鋼架的梁、柱相比,巨型鋼架中主架的巨型梁、巨型柱截面尺寸要大得多,並且由它們組成的這種超常規的大型結構具有巨大的抗側剛度和整體工作性能,因此,在地震作用下,考慮樓板剛度與否對巨型鋼架結構整體反應影響不大,對主架柱位移和內力反應影響也不大,但對次架位移和內力反應的影響相對較大。
  19. M. y. dong, g. c. zhou. “ the zigzag approach for optimum design of frame structures ”. proceedings of international conference on computational mechanics, tokyo, may 25 - 29, 1986

    董明耀,廣春。架結構優化設計的齒行法。哈爾濱建築大學學報, 1987年第一期
  20. Bynum has become a guy who plays to his strengths - - he ' s always around the basket

    拜納姆已經變成一個用力量比賽的球員- -他總是在籃框周圍。
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