橋端 的英文怎麼說

中文拼音 [qiáoduān]
橋端 英文
qiaoduan
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 端 : Ⅰ名詞1 （東西的頭） end; extremity 2 （事情的開頭） beginning 3 （門類; 方面） item; point 4 （原...
  1. This paper selects dc double - arm bridge, uses the four - port connection to remove the contact and connection resistances and reduce the electromagnetism interfere. grounding grid conductors fault levels are established during a lot of emulational computations, simulative experiments

    使用直流雙臂電橋，採用四端鈕連接法，可大大降低現場中電磁干擾及引線電阻和接觸電阻的誤差影響。
  2. I flow with the people of soft bay bridge to the end, i saw scarf ponchos handheld models slowly walking on the bridge to the photographer who waved his hands, making beautiful shapes

    我隨著人流向軟橋的一端涌去，只見手持紗巾披風的模特緩緩地在橋上走動，向攝影者們揮手致意，做著優美的造型。
  3. It was a steel bridge of a single span and there was a sentry box at each end.

    那是一座單孔鐵橋，兩端各有一個崗亭。
  4. The company is located in the flourishing yuyao langxia street in ningbo, in the south of across - ocean bridge in hangzhou bay. getting close to 329 national road line and the yonghang highway, neibouring beilun international deep water harbor and ningbo air harbor, westing is 80km from xiaoshan international airport in hangzhou, with both convenience and fast transportation in land and sea

    公司座落於經濟高度發達的寧波餘姚朗霞街道，杭州灣跨海大橋的南端，瀕臨329國道線、甬杭高速公路，鄰靠北侖國際深水良港和寧波空港，西距杭州蕭山國際機場僅80公里，水陸空交通便利快捷。
  5. The construction techniques of sinking well and explode in water are introduced. auto climbing form panel technique is applied in the construction of main tower

    斜拉橋主橋墩設計為鋼筋混凝土圓端型沉井結構，其中詳細介紹了沉井下沉施工技術，同時介紹了水下松動控制爆破技術。
  6. " since the impact on the natural topography and vegetation on hei ling chau will be minimal, the conservation potential of hei ling chau and the nearby sunshine island will not be affected, " the spokesman said. he added that the bridge would run from the northwest corner of hei ling chau to the eastern end of mui wo ferry pier road at mui wo

    發言人補充說：擬建的渡海橋梁會從喜靈洲的西北角伸延至梅窩的梅窩碼頭路東端，優點是對梅窩現有和計劃中的土地用途、南大嶼郊野公園及陸上和海洋生態的影響輕微，這個方案亦不會影響梅窩的現有考古地點。
  7. Linyi is at the eastern end of the new eurasia continental bridge and adjacent to the four sea ports of qingdao, rizhao, lanshan and lianyungang in the east

    [交通]臨沂市地入新歐亞大陸橋東端，東近青島、日照、嵐山、連雲港四大港口，為全國東西南北交通要沖。
  8. Second, the results of theory analysis and simulation research show that the output of one cycle controlled bridge switching power amplifier have dc offset because of the nonideal characteristic of reset signal. the magnitude of output dc offset voltage is proportional to width of reset pulse. a voltage compensation technique is used to solve this question, and the computation formula of compensation voltage is gived. the circuit compensated and not are researched through simulation and experiment, which results show that compensated circuit solve the output dc offset effectively

    其次，理論分析和模擬研究結果表明，由於復位脈沖的非理想特性，單周控制的全橋開關功率放大器輸出端存在直流偏置問題，其大小與復位脈沖的寬度成正比。針對輸出直流偏置問題，提出了電壓補償的改進方案，給出了補償電壓的具體計算公式。對補償前和補償后的方案進行了對比模擬研究和實驗研究。
  9. The emphasis of this paper are at : the global design of design system ; the parametric construction of girder, end girder, bridge frame ; the design of user interface ; the further development of two - dimensional drawings ; the realization of interface between girder, end girder structure parts and ansys software

    本文的工作重點是:設計系統的總體設計;主梁、端梁、橋架的三維參數化建模;用戶界面的設計;二維工程圖的開發;主端梁結構件與ansys分析軟體介面的實現。
  10. Enginuity, the ironbridge gorge museums - interactive, cutting edge centre will bring the traditional in line with technology with a bang

    喬治鐵橋博物館的互動式的尖端科技中心區將用一聲巨響將傳統與技術連接在一起。
  11. The ansys, a kind of fea program, was used to build model of small carriage. the procedure of gantry beam bump with secondary beam of bridge was reappeared by running nonlinear calculation and loading program which was written by apdl program language. the closest deforming result was gotten, and the deforming of main beam, secondary beam and end beam and inner stress distribution status were calculated

    採用大型三維有限元軟體ansys對該起重機以及小車架等進行了建模、應用apdl語言編寫加載程序、進行非線性計算，再現龍門橫梁與起重機副梁碰撞過程，最後得到與實際變形結果最接近的一種狀態，得出起重機橋架主梁、副梁、端梁的變形以及其內部的應力分佈情況。
  12. The lifeguard - stationed beach of hap mun bay, located at the southern tip of kiu together a small campsite and barbecue facilitates situated near the beach. also there is a hiking path right around the island

    位於橋咀南端的（廈門灣）泳灘有救生員當值管理，此外亦有小營地及燒烤設施，喜歡遠足的朋友更可沿小徑環島走一趟。
  13. The self - segregation behavior of amphiphilic copolymer on pdl - la scaffold was investigated via fluorescence - labeling technique. the modified scaffold with hydrophilic surface will not only favor the penetration of cell suspension and culture medium, but also provide the microenvironment for the growth of cells with the peo spacer combining amino acid ( rgd ) structure. according the above result, the cytocompatibility test was also performed on pdl - la 3d scaffold modified by amphiphilic copolymer with alkaline amino acid end

    這種親水表面不僅有利於細胞懸液和培養介質的進入，並可以通過peo橋聯的氨基酸（ rgd ）為細胞在三維多孔支架內的生長提供類細胞外基質環境；根據以上結果，本文對堿性氨基酸為peo鏈端基的兩親共聚物-氨基酸類細胞外基質修飾的聚乳酸三維支架進行了細胞相容性的測試。
  14. After the destruction of the post you fall back onto the bridge and cover the road from above and my left flank.

    端掉了哨所，你得回過頭來向橋靠攏，從上面和我的左翼用火力封鎖公路。
  15. The prestressed continuous beam - arch composite bridges are a special structural system where the horizontal thrust of the arch rib is absorbed by a prestressed tie at deck level. in some cases, this type of structure is preferable because it does n ' t have the large thrust at the spring hi traditional arch bridges and the somewhat large bending moment and shear force in traditional beam bridges. as a result, the performances of the prestressing reinforcement can be efficiently utilized

    它利用拱肋承擔壓力，系梁預應力束抵抗拱端推力，吊桿及縱橫橋面系結構承受橋面荷載，既克服了傳統拱橋巨大的拱端推力，又改善了連續梁橋較大的彎矩和剪力的受力狀況，最大限度地發揮了拱梁混凝土和預應力鋼筋各自的特點，經濟效益顯著。
  16. During the circuit design, the author analyzed the basic principle of the direct current motor, pwm control, h - bridge power driver, and two control techniques of h - bridge power drive circuit, designed its general structure, so the feasibility of the design is confirmed. then, reference, oscillator, power dmos gate drive circuit ( charge pump, bootstrap ), and dead time generation circuit are designed and analyzed in the sub - circuits. a current - controlled oscillator is presented in this thesis

    在電路設計中，作者介紹了直流電機的工作原理和數學模型、脈寬調制（ pwm ）控制原理、 h橋電路基本原理和h橋功率驅動電路的兩種控制模式，設計了驅動電路的總體結構，給出了電路的功能模塊，確定了設計的可行性，然後在子電路模塊中，重點分析設計了基準源電路、振蕩器電路、高端功率管柵驅動電路（電荷泵及自舉電路） 、低端功率管柵驅動電路和死區時間產生電路。
  17. Stalactites are exquisitely carved, dignified and beautiful, they have many fantastic names : jade trees and agar flower ; lovers ' party ; welcome fairy ; stone flower bars ; jade fish ; supernatural being party ; pilgrimaging stone ; dragon and phoenix double candle ; goddess descending to the world ; seven fairies ; jade sky - supporting bar ; fairy shower … the wideness and highness of goddess temple are only 100 meters and 30 meters respectively, but it contains all kinds of karst sculpting in the world

    宮」是地下喀斯特風光的典型代表，鐘乳石玲瓏剔透、秀美端莊，玉樹瓊花、鵲橋會、仙娥迎賓、石花寶柱、玉鱗瀉波、群仙聚會、仰仙巖、龍鳳雙燭、仙女下凡、七仙女、玉柱擎天、瑤池、神女出浴… …神女宮寬不過百米，高不過三十米，但卻峰迴路轉，移步換景，重重疊疊，融匯了世上種種喀斯特造型。
  18. When analyzing skew support continuous curved box girder bridge, curved grid girder analyzing method considering warping effect is applied. matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing. in order to convert original rigidity equations to structural rigidi ty equations that can be solved, bearing nodal displacement matrix can be introduced, then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings, unit rigidity matrix and unit nodal forces can be gained. structural rigidity matrix can be composed according to matrix displacement method, so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved

    分析斜支承連續曲線箱梁橋時，採用考慮翹曲作用的曲線格子梁分析方法，應用矩陣位移法對具有約束支承形式的斜支承連續曲線薄壁箱梁橋進行分析，考慮到支座的約束條件並不與梁端彎曲角位移和扭轉角位移的方向一致，引入支座節點坐標矩陣，使得梁端的位移未知量與斜支座約束方向一致，來計算單元剛度矩陣和單元節點力，然後按照矩陣位移法組集總剛並建立結構剛度方程，根據結構剛度方程即可求解未知的節點位移及桿端力，推導出任意截面處的內力計算公式。
  19. The variable-depth girder is 4. 96m deep at the piers and 1. 83m deep at midspan and its extremities.

    梁高是變化的，在橋墩處為4.96米，在跨中和端部為1.83米。
  20. Ignoring the jerking of her chest muscles and holding her breath resolutely, she pushed away from the post and swam along the bridge shadow. the bridge was long, but it had to lead to shallow water. she kept going

    顧不得胸肌的抽搐，拼全力憋住呼吸，她離橋墩那根支柱，沿著橋的影子游去。橋是很長，但總有淺水橋端。她不停地游。
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