first anchor 中文意思是什麼

first anchor 解釋
第一錨
  • first : adj 1 最初的,最早的。2 最上等的,第一流的。3 基本的,概要的。4 高音(調)的。n 1 最初,第一;第...
  • anchor : n 1 掛錨;錨狀物。2 樁,支架。3 〈比喻〉依靠。4 【體育】一隊運動員中最後參加比賽的人;殿後的人〈...
  1. Pick up the leeward anchor first

    先起下風錨
  2. Results the palatal implant connecting with the first permanent molar significantly reduced mesial movement and protrusive displacements of anchor teeth while the implant connecting with the maxillary second bicuspid was in favor of the control on the movement of the first permanent molar towards the medium of the palate

    結果種植體連接在第一恆磨牙上更有利於控制支抗牙近中移動和垂直仲長;連接在第二雙尖牙上對第一恆磨牙的居向移動控制更好。
  3. I cast my eyes to the ship, and there she rode within little more than half a mile of the shore ; for they had weighed for as soon as they were masters of her ; and the weather being fair, had brought her to an anchor just against the mouth of the little creek ; and the tide being up, the captain had brought the pinnace in near the place where i at first landed my rafts, and so landed just at my door

    我親愛的朋友,我的救命恩人, "他說, "這是你的船,它是你的,我們這些人和船上的一切也都是你的! "我看了看大船,只見它停泊在離岸不到半英里的地方。原來,船長他們奪回了大船后,看見天氣晴朗,便起了錨,把船一直開到小河口上。
  4. Upon graduation, she first joined radio television hong kong as producer and anchor before moving on to work for hill and knowlton asia limited and keith statham associates limited where her account responsibilities included mcdonalds hk, prudential assurance, whirlpool appliances, les must de cartier, sotheby s hk and standard chartered asia

    畢業后曾任香港電臺編導及主持,一九八八年轉向公共關系發展,曾任職偉達公關及麒獅公關,負責之客戶包括麥當勞英國保誠保險惠而浦卡地亞蘇富比及渣打亞洲等。
  5. In addition, can mix before make out an invoice buy on sb ' s behalf the travel agent of airline ticket discusses first - rate scheduling, sometimes the place of domestic line anchor relatively a long time, still can save travelling expenses with the way that buys travel ticket

    此外,開票之前可和代購機票的旅行社討論最佳的行程安排,有時國內線停泊的地點較多時,還可以用購買旅遊券的方式節省旅費。
  6. I travell d first along the sea shore, directly to the place where i first brought my boat to an anchor, to get up upon the rocks ; and having no boat now to take care of, i went over the land a nearer way to the same height that i was upon before, when looking forward to the point of the rocks which lay out, and which i was oblig d to double with my boat, as is said above : i was surpriz d to see the sea all smooth and quiet, no ripling, no motion, no current, any more there than in other places

    我先沿海岸走到我上次泊船登上小山的地方。這次我用不著照管小船,就抄近路走上前次登過的那座小山崗。當我遠眺伸入海中的岬角時,前面我曾提到前次到達這兒時我不得不駕船繞道而行,但現在只見海面風平浪靜,那兒既沒有波瀾,也大出乎我的意料。
  7. Hong kong science park signs first anchor tenant

    香港科學園與首個主要租戶簽約。
  8. When first i discover d them, i was going to give over my enterprise, and come back again, not knowing how far it might oblige me to go out to sea ; and above all, doubting how i should get back again ; so i came to an anchor ; for i had made me a kind of an anchor with a piece of a broken graplin, which i got out of the ship

    一開始發現這些礁石時,我幾乎想放棄這次航行,調轉船頭往回走,因為我不知道要向外海走多遠,而且,我更懷疑自己能不能回到島上。於是,我就下了錨-我用從船上取下來的一隻破鐵鉤做了錨。
  9. First scheme is cantilever anti - slide pile with drain system ; the other scheme is pre - stress anchor rope anti - slide pile with drain system

    方案一為採用懸臂抗滑樁加排水措施;方案二採用抗滑錨樁加排水措施。
  10. Height of first anchor for ground frame m

    地面框架式第一個附著點高度m
  11. Abstract : a brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units

    文摘:介紹三峽工程的科研項目,綜述三峽工程開工以來的主要科研成果及工程應用情況,包括:一期土石圍堰基礎處理與施工技術;大江截流上下游土石圍堰平拋墊底研究;二期圍堰防滲工程研究;大江截流計算機科學管理;大壩混凝土澆築方案及主要施工機械選型;混凝土的原材料和耐久性優化試驗研究;大壩基礎深層抗滑穩定研究;三峽電站進水口型式研究;鋼襯鋼筋混凝土引水管道研究;蝸殼打壓、廠壩間伸縮節問題研究;永久船閘的引航道布置、輸水系統及水力學、高邊坡穩定、混凝土襯砌墻的結構與支護研究;特大型水輪發電機組的科學研究。
  12. A brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units

    介紹三峽工程的科研項目,綜述三峽工程開工以來的主要科研成果及工程應用情況,包括:一期土石圍堰基礎處理與施工技術;大江截流上下游土石圍堰平拋墊底研究;二期圍堰防滲工程研究;大江截流計算機科學管理;大壩混凝土澆築方案及主要施工機械選型;混凝土的原材料和耐久性優化試驗研究;大壩基礎深層抗滑穩定研究;三峽電站進水口型式研究;鋼襯鋼筋混凝土引水管道研究;蝸殼打壓、廠壩間伸縮節問題研究;永久船閘的引航道布置、輸水系統及水力學、高邊坡穩定、混凝土襯砌墻的結構與支護研究;特大型水輪發電機組的科學研究。
  13. Union all is the only set operator allowed between the last anchor member and first recursive member, and when combining multiple recursive members

    在最後一個定位點成員和第一個遞歸成員之間,以及組合多個遞歸成員時,只能使用union all集合運算符。
  14. Group sense international ltd. joins first world - class portable system cluster at hong kong science park as anchor tenant

    權智國際有限公司加入香港科學園的首個世界級的可移殖系統集,成為主要租戶。
  15. Gfral is an extracellular protein that is attached to the outer cell membrane by gpi - anchor and could not transducted signalling directly. according to the original model, a gdnf dimer first binds to either monomeric or dimeric gfral, and the gdnf - gfral complex then interacts with two ret molecules, thereby inducing their homodimerization and tyrosine autophosphorylation

    傳統觀點認為: gdnf首先與gfr 1結合形成gdnf - gfr 1復合物,此復合物再與ret結合形成三聚體復合物,引起ret的二聚化,並引起酪氨酸殘基自磷酸化,從而引起下游的信號轉導。
  16. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較,論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點,並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序,以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究,得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論;採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析,重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用,得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論;通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究,得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  17. In the end, according to achievements from home and foreign countries in related research and those gained in the on - site test, two design methods for compression dispersion - type anchor are provided in this paper, the first one is experiential des

    最後,綜合國內外的相關研究成果以及現場試驗成果和理論計算結果,提出了壓力分散型錨索的經驗設計方法和基於峰值粘結應力的設計計算方法。
  18. In the stability graphical method, the basic property of rock mass is understood by engineering geology survey, the stability is analyzed at first, then the supporting parameters are determined, and the anchoring force is checked according to the type of cable - anchor

    穩定性圖解法通過巖體工程地質調查來掌握巖體的基本特性,首先對采場進行穩定性分析,在此基礎上確定其支護參數,並針對具體錨索型號驗算錨固力。
  19. In order to optimize the perpetuation tensioning tonnage of prestressed pier anchor wire of goupitan arch dam, first the scheme contrast method is adopted to define the perpetuation tensioning tonnage combination of the primary and secondary anchor wire, but the optimization result is that the pull - anchor coefficient is too big ; then the body form of the pier is optimized ; finally the anchor wire perpetuation tensioning tonnage is optimized by using ansys optimization design module based on parametric fem, the optimization result is acceptable and the pull - anchor coefficient is lowered down

    摘要為優化構皮灘拱壩中孔預應力閘墩錨索永存張拉噸位,首先採用方案優選的方法確定主次錨索永存張拉噸位組合,但優選結果拉錨系數偏大,再對閘墩體型進行優化,然後採用基於參數化有限元的ansys優化設計模塊對主次錨索永存張拉噸位進行優化,優化結果滿足應力控制要求,降低了拉錨系數。
  20. At first, the author has analyzed the destroy style and mechanism of blasting, studied various factors which influence on the effect and supporting design of rock anchor beam of underground hydroelectric power station

    在首先分析爆破機理的基礎上,探討並確定了影響地下廠房巖錨梁爆破開挖成型質量和穩定性的各種因素。
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