翼墻 的英文怎麼說

中文拼音 []
翼墻 英文
aileron
  • : Ⅰ名詞1 (翅膀) the wing of a bird 2 (像翅膀的東西) the wing of an aeroplane etc : 鼻翼 wing of...
  • : 名詞(磚、石等築成的屏障或外圍) wall
  1. When you come riding shinto rock basilica, will feel the immediate reforms, black streams at the foot of remote contingency, left alone in front of miles - rock blast surrounding rock, right in front of the soaring rock - wing chui days, the public is the front - tianzhufeng arch supporters, was full of castle peak, fog enveloped, lin qiong court palace, dan greenfield wall tile, people instantly durian for cents feeling

    當您踏神道走過南巖大殿,會覺眼前豁然開朗,腳下黑虎澗幽深不測,左前方獨陽巖萬丈削壁,右前方飛升巖飛垂天,正前方天柱峰眾山拱擁,滿目青山,雲霧繚繞,琳宮瓊閣,丹翠瓦,讓人頓生飄飄欲仙之感。
  2. With much caution he climbed to the top of the wall.

    他小地爬上頭。
  3. He would be away, in the south seas, building his grass house, trading for pearls and copra, jumping reefs in frail outriggers, catching sharks and bonitas, hunting wild goats among the cliffs of the valley that lay next to the valley of taiohae

    他要到南海去,去修建他的草房屋,去做珍珠和椰子干生意,會駕駛帶平衡的獨木船在礁石間出沒,捕捉鯊魚和鯉魚到泰歐黑山谷附近的峭壁上去打野蘋。
  4. Similarly, if a person habitually bumps into things, knocks things over, or even hurts himself when he walks through a room or turns a corner, it reveals a rash and incautious personality. if someone carefully walks along the edges of the tables, chairs, and walls without leaving much room for himself, this shows that he is a little too uptight

    同樣地,在穿越堂屋或轉彎時,不是撞倒這,就是碰翻那,甚至弄傷了自己,總見出這個人莽撞不慎重的個性;而小心地緊貼著桌椅壁走,沒給自己留個空間,又顯得這個人過分的拘執。
  5. Sleepless , i carved on the walls fantastic figures in mazy bewildering lines ? ? winged horses , flowers with human faces , woman with limbs like serpents

    我徹夜不眠,用扭曲混亂的線條在上刻畫出一些奇異的圖形? ?生的馬,人面的花。四肢像蛇的女人。
  6. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀,針對建築抗震設計規范( gb50011 - 2001 )和砌體結構設計規范( gb50003 - 2001 )中體抗震驗算公式中的不足之處,通過單片和帶在垂直荷載和水平反復荷載作用下的對比試驗,研究了帶在水平反復荷載作用下的恢復力特性曲線、磚破壞特徵以及縱的影響等,的存在,主抗剪能力可以提高31 ,剛度及變形能力也均有較大提高的結論,體驗算公式中應當考慮縱橫共同作用的影響。
  7. The building was of grey, lichen - blotched stone, with a high central portion and two curving wings, like the claws of a crab, thrown out on each side

    這棟建築是灰色的,石上有斑斑點點的青苔,中間高,兩邊側彎曲,像螃蟹爪子向兩邊伸。
  8. The exterior of the new wing is cladded with metal and glazing, providing a modern and high - tech image in contrast with the humble wash grano facing of the existing theatre

    用料方面,新以金屬及玻璃為主,與舊劇場的樸實洗水石外形成對比。
  9. Abstract : aimming at the defects of the brick masonry norm, through test on masonry wall models, the monolithic spacial effect for longitudinal and lateral walls of brick masonry buildings is studied and suggestions of calculated formulas for seismic resistance design and analysis are proposed

    文摘:針對砌體規范中體抗震驗算中的不足之處,通過模型磚試驗,研究了帶在水平荷載作用下的恢復力特性曲線、磚破壞特徵以及縱的影響等,並提出了在體抗震驗算中應當考慮縱橫共同作用的建議
  10. Roof / wall intersections are frequently found at : chimneys, attached garages, single story wings on two story homes, architecturally appealing roof lines at front elevation

    如煙囪;連體的車庫;雙層房子中底層延伸出的兩在正面的建築設計圖中屋頂與壁交界處的角度在建築方面通常認為可以吸引人們的注意。
  11. Construction of firemain 2s within stage 1a of works for kd - 1

    消防水管的安裝情況興建中的行人隧道翼墻工程
  12. For the flanged - slw, the longitudinal bar in the limb or flange will firstly yield no matter what value the section ratios are

    對于有翼墻結構,無論肢厚比大小,均表現為肢和翼墻底部縱筋首先屈服。
  13. 3 the results denote that for non - flanged slw, when the limb is shallow, the longitudinal bar in the limb will firstly yield ; on the other hand, when the limb is deep, the stirrup in the linking - beam will firstly yield

    對于無翼墻結構,當肢厚比為5時,試體肢底部縱筋首先屈服,而當肢厚比大於5時,試體連梁端部箍筋首先屈服。
  14. 2 horizontal cyclic loading experiments are carried out on six specimens, which are divided into two groups : one with flanged - wall, the other without. the two groups consist of 3 specimens each, and rdws are 5, 6. 5 and 8 respectively

    進行了6個短肢試體低周反復試驗,包括無翼墻和有翼墻試體各一組,每組3件,肢厚比分別為5 , 6 . 5和8 。
  15. Jo stood alone with her back carefully against a wall

    喬小心的靠著壁站著。
  16. Nowadays, in the process of airplane maintenance, when airplanes are towed to move on the parking apron or in the garage, they are often on the hazard of bumping with the garage wall or other barriers at the dangerous points ( such as head, wings or tail ) because of their bulkiness. but the maintainers have to avoid these accidents by eyes

    目前,在飛機保養與維修過程中,由於飛機體積龐大,飛機在停機坪上或機庫中被拖拽做地面移動時,機、機頭、機尾等危險點,經常有可能與機庫壁或其他障礙物碰撞,而維修人員只能靠目測來防止此類事故的發生。
  17. And soon no one was left in the drawing room save bordenave, who advanced cautiously, supporting himself against the wall and cursing away at the confounded women who chucked papa the moment they were chock - full

    不一會兒,客廳里只剩下博爾德納夫一個人了,他用手扶著,小心地向前走動,一邊嘴裏咒罵那些該死的女人,現在她們撐飽了肚皮,就扔下他不管了。
  18. The main material to build this fort was stone and has an inner fort and an outer fort. the foundation was on a sand hill and was built into square type. the thickness of wall was 6 feet and the height of enclosing wall was 3 feet with 18 inches of thickness

    當時建照城堡主要以石材為主,分成內、外城,基礎地是沙丘,做四方形,城壁厚度6英尺,城厚度4英尺,圍高度3英尺,厚度十八英寸,整體結構堅固。
  19. On the basis of analysis previous experiment data, it is conclusion that allowable value of drift angle of elastic and elastic - plastic is 1 / 550 and 1 / 75 respectively, which is applicable to r. c. frame structure with special - shaped column is given out. the conclusion explains that the deformabiliry of r. c. frame structure with special - shaped column lies between rectangle column frame structure and shear wall structure. the calculating formula of allowable value of axial load ratio of special - shaped column is derived, it is compared with that of equaling areas rectangle column

    根據對前人試驗數據的統計分析,給出了適用於異形柱框架結構的彈性和彈塑性層間位移角限值分別為1 550和1 75 ;指出了異形柱框架結構的層間變形能力介於普通矩形柱框架結構和剪力結構之間;以t形柱為例,推導了異形柱軸壓比限值的計算公式,通過與等面積矩形柱的對比分析,認為異形柱的軸壓比限值與其截面尺寸的比例關系有關;當腹板受壓或緣受壓時, t形柱軸壓比限值存在較大差異;不同的荷載角作用,軸壓比限值變化較大;矩形柱的軸壓比限值要大於異形柱的軸壓比限值。
  20. Romeo : i flew over theses walls with love ' s light wings, for stony barriers cannot keep love out, and love dares to try anything. therefore your kinsmen cannot stop me

    羅密歐我借著愛的輕飛過園,因為磚石的垣是不能把愛情阻隔的;愛情的力量所能夠做到的事,它都會冒險嘗試,所以我不怕你家裡人的干涉。
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