橋梁與基礎 的英文怎麼說

中文拼音 [qiáoliángyǔjīchǔ]
橋梁與基礎 英文
bridge and foundation engineering the
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 梁 : 名詞1 （屋架中架在柱子上的長木） beam 2 （通常也指檁） purlin 3 （橋） bridge4 （物體中間條狀隆起...
  • 礎 : 名詞（墊在房屋柱子底下的石頭） plinth
  • 橋梁 : bridge; approach
  1. In single pylon cable stayed bridges, and cable stayed bridges without backstays, when the bottom of the tower bears the moment from the dead load, it is concluded that non - symmetric configuration of pile cluster corresponding to the upper structure is more practical than symmetric configuration of pile cluster

    當獨塔斜拉橋、無背索斜拉橋等橋梁塔底永久作用有彎矩時，與完全對稱的基礎形式相比較，和上部結構相協調的不對稱基礎形式更加適用。
  2. Based on using elementary ideas of the latest theories with the combination of extensive achievements of bridge condition assessment and the other correlative domains, the assessment model was established using analytic hierarch process and variable weight synthesizing, which evaluated pc cable - stayed bridge ' s condition in service by grading items in bottom level of assessment model

    在吸收和採用已有成果的基本思想的基礎上，結合國內外橋梁評估領域和其他相關領域的研究成果，建立了以層次分析法結合變權綜合原理為基礎，通過打分方式對pc斜拉橋的狀態進行評估的架構與模式。
  3. Initiated by professor zhou jin - huang, the first national conference of cardiovascular pharmacology was held in 1980 in changsha, at which the committee of cardiovascular pharmacology affiliated to china society of pharmacology was founded. the main task of the committee is to be responsible for domestic and international academic interchange in cardiovascular pharmacology by playing a role of a bridge in enhancing the connection of cardiovascular pharmacology with related basic sciences, including phytochemistry, organic chemistry, pharmaceutical science and technology, and clinical medicine

    1979年正式成立中國藥理學會， 1980年在周金黃教授的倡導下在長沙舉行了第一次全國心血管藥理學術會議，成立了中國藥理學會心血管藥理專業委員會，它的任務是負責國內外心血管藥理學術交流，加強與心血管藥理學有關的基礎學科如植物化學、有機化學、制藥學以及臨床醫學的聯系，發揮橋梁作用。
  4. Blue star metal wire mesh products co., ltd. sincerely hopes to establish good business relationship with customers home and abroad, to cooperate frankly on the basis of mutual benefit and to bring wonderful memories via cooperation

    我們誠摯地希望與國內外新老客戶在互惠互利的基礎上建立良好的貿易關系，願以過硬的質量堅實的信譽優惠的價格建立共同走向輝煌的橋梁。
  5. The basic mechanics knowledge in bridge construction is involved to the basic knowledge in many branches such as theoretical mechanics, structural mechanics, material mechanics, flexible mechanics, structural dynamics, earth mechanics and hydraulics mechanics etc. to show the reason of research thinking of this paper, the intersectional theory among engineering mechanics, engineering construction and engineering supervision is studied, it mainly include following content 1 ) framework and structure the framework is the system or structural frame that can produce action

    2 、橋梁建設中的力學基礎知識涉及力學中的理論力學、結構力學、材料力學、彈性力學、結構動力學、土力學和水力學等諸多分支中的基礎知識。論文中對橋梁力學中的幾個概念進行了詳細的闡述，主要包括以下內容： 1 ）機構與結構機構是指能夠產生運動的構架或體系。
  6. In ddmm, the rdb is taken as the bottom storing medium and the upper xml view is set up for data exchange and direct application under internet / intranet environment. based on ddmm, the multi - tiered and bi - directional data integration technique between xml and rdb, is studied systematically and in detail, and the reciprocal data accessing and exchange between rdb and xml is carried out on respectively three levels : static data transformation, dynamic data query and synchronized data update. the infrastructure for manufacturing informationlization will certainly be internet / intranet, and xml has been a factual standard for data representation under internet / intranet environment

    製造業信息化的基礎平臺將是internet intranet ， xml （ extensiblemarkuplanguage ，可擴展標記語言）已經成為internet intranet環境下數據表達的事實標準，而目前企業大量數據仍存在於佔主導地位的關系數據庫（ relationaldatabase ，簡稱rdb ）中，如何在rdb與xml之間架起數據交換與數據操作的橋梁，已成為製造業在internet intranet環境實現信息化迫切需要解決的突出問題之一。
  7. Abstract : this paper sums up technical foundation and advancement of large - span bridge construction with an example of the large bridge over akashi channel in japan

    文摘:以日本明石海峽大橋為例，綜述了大跨度橋梁建設的技術基礎與進步
  8. All of the researches are carried out on the background of a spatial continuous beam - arch composite bridges, and the relative loading experimental results are compared with the calculated values. it indicates that the theory of elastically supported continuous beam method load lateral distribution is a kind of simple convenience and safe practical engineering calculation method. 2 ) the suspender force and correlated modality is analyzed with the use of general calculation program ansys. during testing suspender force, the influence of the rigidity of suspender must be considered

    在此基礎上，以一座實際的預應力混凝土連續梁拱組合體系橋梁為工程背景，採用一般的試驗研究方法對該橋進行了荷載試驗研究，並將有關的荷載試驗結果與理論計算值作了比較，結果表明：所提出的彈性支承連續梁法計算值，與空間有限元分析理論值及荷載試驗測試值基本吻合。
  9. During the 3d finite element calculation, try to simulate different procedure of the construction ( like sunk well in - filling, main cable erection, box girder hoist, bridge flooring and opening to traffic ). and then, reveal the regulation of deformation and displacement on the foundation and soil during different period. after got these, this thesis put great attention on the analysis of the reason which cause the horizontal displacement of the cable saddle, as well as the regulation of the pressure ' s changing in the soil located on the front side of the sunk well foundation

    在三維有限元計算中，對不同工況（沉井充填、錨體澆築、主纜架設、箱梁吊裝、橋面鋪裝以及通車運營）下的施工過程作了模擬，全面揭示了各工況下錨碇沉井基礎與地基土的變形變位規律，著重分析了影響散索鞍水平位移的因素以及不同工況下沉井前測地基土水平向抗力變化規律，並提出了不同深度地基土水平向抗力與水平位移間的擬合關系。
  10. Secondly, calculation theory of construction for suspension bridge is presented under the ideal condition of dead load design. linetype change stiffness of cable and slip stiffness of supporting points are deduced based on segmental catenary theory. then numerical analysis method through sgkz2000 software are introduced in detail about calculating design linetype for suspension bridge, unstressed length of cable, erection linetype of cable and pre - displacement of saddle without loads, erection linetype of wire strands, the fixed position for erecting cable band and linetype of lifting stiffening girders

    其次，根據懸索橋恆載設計理想狀態建立了懸索橋施工計算原理；以分段懸鏈線索理論為基礎，推導了懸索的線形變化剛度和懸索支點的滑移剛度；介紹了懸索橋成橋設計線形計算、吊索無應力長度計算、空纜線形與預偏量計算、絲股架設線形計算、索夾安裝位置計算和加勁梁吊裝線形計算的具體方法、數值演算法及軟體sgkz2000的計算模塊的實現。
  11. Be opposite this of 1992 cloth " labor law " revise share 44, new after revising " labor law " have the following characteristic : suited to build the real case that realizes formal diversity with the adjustment that develops structure of system of socialist market economy, economy, state ownership already, highlight again was aimed at increasingly complex and changeful working relationship ; the maintenance that highlighted labour union function, made clear workers congress system and collective contract system shift of power of these two main thought, aggrandizement labour union organizes construction, organize broad worker in labour union to provided legal basis and safeguard for utmost ground ; increased the protective strength to labour union cadre, aggrandizement specific safeguard, make labour union cadre ok more the function that fulfils his duty to fulfill labour union responsibly ; protected labour union to produce bridge and bond effect better, fulfilled labour union to share politics, economy, culture and the approach that the society lives, made clear the essential mechanism that labor of labour union mediate concerns ; those who made clear union funds capture range, aggrandizement of union funds capture strength, ensured labour union to organize the necessary material base that develops function of labour union of activity, implementation lawfully ; set legal liability, made clear the punishment to violating principal part, enhanced law to deter force

    這次對1992布的《工會法》的修改共有四十四條，新修改後的《工會法》有以下特點：既適應了建立和發展社會主義市場經濟體制、經濟結構的調整、公有制實現形式多元化的實際情況，又突出針對了日益復雜多變的勞動關系；突出了工會的維護職能，明確了職工代表大會制度和集體合同制度這兩個主要維權手段，強化了工會組織建設，為最大限度地把廣大職工組織到工會中來提供了法律依據和保障；加大了對工會幹部的保護力度，強化了具體保護措施，使工會幹部可以更加盡職盡責地履行工會的職能；更好地保護了工會發揮橋梁和紐帶作用，落實了工會參與政治、經濟、文化和社會生活的途徑，明確了工會調處勞動關系的根本機制；明確了工會經費的收繳范圍，強化了工會經費的收繳力度，保障了工會組織依法開展活動、實現工會職能的必要物質基礎；規定了法律責任，明確了對違法主體的處罰，增強了法律威懾力。
  12. We according to different demands of domestic and foreign customers, on the foundation of thorough analysis profession and marketing, we design each kind of high grade financial production and effective plan for the customers, assist the customers to complete highly supply and demand docking, realize stronger and bigger development

    我們根據國內外客戶的不同需求，在深入分析行業和市場的基礎上，為客戶設計各種高質量的金融產品和有效的實施方案，協助客戶藉助中美控股這一連接產業與金融、資金與項目的橋梁，完成供需的高效對接，實現更強更大的發展。
  13. We according to the domestic and foreign customers the different demand, in the thorough analysis profession and in the market foundation, designs each kind of high grade financial product and the effective implementation plan for the customer, assists the customer this connection industry with theaid of china and america and financial, the fund and goal bridge, completes the supply and demand highly effective docking, arealization stronger bigger development

    我們根據國內外客戶的不同需求，在深入分析行業和市場的基礎上，為客戶設計各種高質量的金融產品和有效的實施方案，協助客戶藉助中美控股這一連接產業與金融、資金與項目的橋梁，完成供需的高效對接，實現更強更大的發展。
  14. An efficient wind field simulation technique for wind - induced vibration analysis of long - span bridges is first introduced in this paper ， and the statistic characteristics of the simulated wind field are then discussed on this basis ， the time - domain expressions for the buffeting and self - excited forces acting on long - span bridges are further given a simple and practical method is presented for the non - linear parameter identification involved in the calculation of self - excited forces by using the above theory ， the wind field and aerodynamic forces acting on the hong kong ting kau bridge are obtained the time - domain buffeting response analysis of the bridge shows that the analytic results agree quite well with the experimental ones this indicates that the theory presented in this paper has reached a practical level

    介紹了一種快速高效的用於大跨度橋梁風致振動分析的風場模擬方法，並對模擬風場的統計性質進行了討論和驗證在此基礎上進一步給出了大跨度橋梁抖振力和自激力的時域表達方式，其中針對自激力計算中涉及的參數識別問題，提出了一種簡單實用的非線性參數識別方法本文採用上述理論，獲得了作用於香港汀九大橋上的風場和氣動力，據此對大橋進行的抖振響應時域分析表明，計算結果與風洞試驗結果吻合良好，說明文中述及的這套理論已達到實用的階段
  15. Concrete elastic modulus and concrete creep and shrinkage variety at different time are reckoned in by using time increment analysis method and concrete creep and shrinkage secondary force is calculated by using effective elastic modulus. bridge stability analysis program is developed on the base of structure matrix displacement method, the program adopts visual basic language, has friendly interface and visual data input windows. the buckling safety factor of currently finished structure is given as result

    為計入混凝土彈性模量的變化及混凝土徐變收縮隨混凝土的齡期與外荷載加載時間不同而變化的影響，採用時間增量法對每個計算階段根據其階段內時步數進行循環，以計算時段內彈性應力、應變增量和徐變、收縮產生的應力應變增量，利用有效彈性模量法計算混凝土徐變收縮次內力，在此基礎上，結合結構矩陣位移法的基本理論編制開發了計入混凝土時效效應的高墩大跨徑橋梁穩定分析程序。
  16. Bridge technique condition evaluation and prediction are the two aspects among the bridge management system. the research work has established the theoretical foundation for developing comprehensive bridge management system suited to chinese bridge management sectors

    橋梁技術狀況評價與預測僅是橋梁管理系統的二個方面，本文的研究為建立完整、科學且適合我國國情的橋梁管理系統奠定了理論基礎，也為橋梁管理系統的研究、開發提供了有益的經驗。
  17. On that basis, we have come to the conclusion that the legal design of the venture capital enterprises " organization structure is a bridge which joins the technique structure and the performance of economy together

    在這一基礎之上，我們得出這樣的結論，風險投資企業組織形式的法律設計是聯系技術結構與經濟實績的橋梁。
  18. In this paper, an approach of the systematic artificial neutral net was introduced into the analysis on the ship - against - bridges probability with a computer programs. based on the basic data of the present 12 typical bridges as the sample, 4 chief influential factors as the input coefficient, such as the bridge span, the water flow rate, the incline angle between water flow direction and the direction normal to bridge axis, and the curve in the course near the bridge area, with the ship - against - bridge probability as the output coefficient, the intelligent judging system of the ship - against - bridges probability reflecting the influence of the above input parameters is obtained after training

    本文首次將人工神經網路系統方法引入了船撞橋概率的研究當中，編制了計算程序，成功地以現有12座典型橋梁的基礎數據為樣本，以橋梁跨徑、水流流速、水流方向與橋軸法線的夾角以及橋區航道彎曲度等4個船撞橋主要影響因素為輸入參數，以船撞橋概率為輸出參數，經訓練得到了能較好地反映上述輸入參數影響的船撞橋概率判斷系統。
  19. In a word, the works of this paper is as follows : 1, about the stability analysis of bridge foundation, the variational kp method is researched. at the same time, an improved method that not only keeps the merits of the former method, but also improves the precision and extends the range is putted forward. at the basis of pointing out the phenomena of sloping surface moving when the loading, structural boundary or hydrology and geology conditions changes, the dynamic stability analysis to considering the moving of sloping surface is putted forwarded

    本文主要在以下幾個方面開展研究工作： 1 、在大型橋梁地基基礎的穩定性分析方面，對非線性有限元求解方法?變k _ p法進行了研究，在保持原有方法優點的同時，提出了一種改進方法，可以提高該方法的求解精度與適用范圍；在指出最不利滑動面會在荷載、結構邊界、水文地質條件等發生變化時發生遷移現象的基礎上，提出了基於最不利滑移面遷移的穩定性動態分析方法。
  20. The effect of pile soil contact and its influence on seismic response of bridge structure were investigated by the engineering background of an actual bridge

    摘要目前有關涉及橋梁樁基礎地震反應的研究大多是基於樁與樁側土體之間無相對滑動、位移保持協調的假定。
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