段承基 的英文怎麼說

中文拼音 [duànchéngjī]
段承基 英文
duan chengji
  • 段 : Ⅰ量詞（部分） section; segment; part; paragraph; passage Ⅱ名詞（姓氏） a surname
  • 承 : Ⅰ動詞1 （托著; 接著） bear; hold; carry 2 （承擔） undertake; contract （to do a job） 3 （客套話...
  1. This company under airport management company ' s adequate and systematic service, undertaking domestic, international, aerial transport / marine transportation import and export declaration, transportation as well as throughout the land door to door service ; meanwhile provides land, sea and air in the global base port three - dimensional transports the entire journey coordinated process service

    本公司在機場管理公司的配套服務下，憑借現代高科技手段，承辦國內、國際、空運、海運的進出口報關，訂艙，倉儲，集裝箱拼、拆箱，運費的結算，報檢，報驗，監管運輸以及全國各地門到門服務；同時在全球基本港提供陸海空立體運輸全程提單一條龍服務。
  2. This article consists of five parts as following : mortgage of uncompleted building was originated from the common law and the law of hong kong, so the paper probes into its meaning - the transformation of the specific property right ; when the debtor fails to perform his duty, the creditor can obtain the title determinately ; the debtor enjoys the right of redeeming the collateral security through fulfilling his debt, the creditor has the obligation of returning the property at the same time. secondly, the author summaries its essential feature on the practice of the real estate mortgage hi the mainland of china - the target of the mortgage is a kind of expective interest ; the mortgage is a kind of guarantee which is settled through making over the interests in expectancy ; the risk of the mortgaged uncompleted building should be borne by the realty company instead of the mortgagor ; the phase of the mortgage ; mortgage is realized in a particular way. thirdly, on the basis of analyzing the legal nexus that is involved, the paper points out that the legal ne xus of the mortgage is just between the mortgagor and the mortgagee

    樓花按揭作為一種擔保方式起源於英美法上的mortgage ，所以本文第一部分首先探討了mortgage在英美法上的含義：特定財產權利的轉移；在債務人不履行債務時，債權人可以確定地取得所有權；債務人享有通過履行債務而贖回擔保物的權利，同時債權人負有交還財產的義務。其次，就我國的樓花按揭實踐總結了其基本特徵：樓花按揭涉及兩個合同三方當事人；樓花按揭的標的是一種期待性利益；樓花按揭是通過轉讓物業權益而設定的一種擔保方式；預售樓花滅失的風險應有開發商承擔；樓花按揭的階段性；樓花按揭實現方式的特殊性。最後，分析了樓花按揭所牽涉的各個法律關系，認為真正的樓花按揭法律關系只是購房人與銀行之間的按揭貸款關系，按揭當事人只有購房人（按揭人）與銀行。
  3. The following are the large projects undertaking by haifeng company : crude oil electricity plant project of north china oil field hydroelectricity factory, apartment ( 22 stories ) of yuanda real estate company of dalian shipping group, helios hotel of helios group in dalian development zone, tilt aqueduct bridge of shanxi hongqi reservoir ( total span : 267m ), supply and sale building and city construction building ( both are antique architectures ) of shanxi heyang city, sea drainage pipe of hainan fudao fertilizer factory ( 1520 ), 8 oilgas docks of hainan haiyan oilgas company, basha condensable gas transfer station of haiyan company, 10, 000m3 oilgas storage tank of arco company ( usa ) in hainan nanshan, gas pipe and fuel gas installation project of hainan nanshan electricity co., ltd, base and accessory project of hainan gas company, bei da huang cereal and oil market in harerbin, hainan cross island pipe, changhuajiang river pipe crossing project, taihangshan mountain earthwork project ( the 19th section of west - to - east gas transmission project )

    海南海峰公司承建大的工程項目：華北油田水電廠原油發電站工程；大連船泊集團遠達地產公司的遠達公寓（ 22層） ；大連開發區香港太陽神集團的太陽神大酒店；陜西紅旗水庫斜拉渡槽工程（全跨267m ） ；陜西合陽供銷大樓及城建大樓（均為仿古） ；海南富島化肥廠排海管線（ 1520 ） ；海南海燕油氣公司八所油氣碼頭；海燕公司白沙液化氣中轉站；海南南山美國阿科公司儲油氣萬立米大罐工程；海南南山電力股份有限公司天然氣管線及燃氣安裝工程；海南南海天然氣有限公司基地及配套工程；哈爾濱北大荒糧油批發市場；海南環島管線；昌化江穿越工程；西氣東輸十九標段，太行山土石方工程。
  4. The paper also advise that the design of pile vertical bearing capacity in the west of coteau area of yunnan province taking advantage of the experience formula which adopt subentry safety factors, and come up with the value range of the parameters preliminarily

    論文建議滇西山區溝谷地段樁基豎向承載力設計使用採用分項安全系數的經驗公式，並初步給出了各參數的取值范圍。
  5. This paper, takes rli as an object of study, takes property rights relationship and management relationship of rural land as a main clue, takes raising the management benefit into full play of rural land and ensuring rural land sustainable utilization as objective, uses the theory of western institution economics and market economics for reference, adopts the method of study of combining macro analysis with microanalysis and combining quantitative analysis with qualitative analysis, reviews systematically the developing process of rli in china since the founding of our country and the developing tendency of rli in the world, summarizes the influence law of rli to rural land management benefit, analyses the innovative mechanis m. institutive achievement and being faced with difficult position and gauntlet of the present rli in china, and defines the objective and following principles of rli innovation proceeding from the actual conditions of our country. on the basis of these, constructs the innovative models by stages of rural land property rights institution and management institution, which accords with the market economic law and the law by stages of rural economic developing levels and gives consideration to efficiency and fair

    本文以農村土地制度為研究對象，以農村土地的產權關系和經營關系為主線，以農村經濟發展水平（包括農村生產力發展水平和農村工業化、城鎮化水平）和農民的承受能力為依據，以最大限度地提高農地經營效益、確保農地資源的可持續利用為目的，借鑒西方新制度經濟學理論和市場經濟理論，採用宏觀分析與微觀分析、定量分析與定性分析、規范研究與實證研究相結合的研究方法，系統地回顧了建國后我國農地制度的演變過程及世界農地制度的演變趨勢，總結了農地制度對農地經營效益的影響規律，分析了我國現行的家庭承包經營責任制的創新機理、制度績效及其面臨的困境與挑戰，並從我國的實際出發，確定了農地制度創新的目標及應遵循的原則，在此基礎上構建符了符合市場經濟規律和農村經濟發展水平的階段性規律、兼顧效率和社會公平的階段性農地產權制度創新模式及其對應的經營制度創新模式。
  6. The successive 25 basis point hikes, spread over a longish period, will hopefully give adequate time for the recovery of the hong kong economy to gather greater momentum and put it in a better position to absorb the burden

    在一段較長的期間內分幾次調高利率，每次調整25基點，相信有足夠時間讓香港經濟的復甦動力增強，能承受加息的壓力。
  7. It has its own basic features in its approach, that is, giving full consideration to the diversity of its members and acknowledging their divergence at the level and stage of development as well as the consequent differing interests and needs ; laying emphasis on flexibility, step - by - step progress and openness ; adhering to such principles as equality and mutual benefit, consensus, seeking common ground while putting aside differences as well as voluntarism ; and combining individual with collective actions

    它的運行方式具有自己的基本觀點，這就是：充分尊重各成員的多樣性；承認成員之間發展水平和發展階段上的差異及其帶來的不同利益與需求；強調靈活性、漸進性和開放性；遵循平等互利、協商一致、求同存異、自主自願的原則；實行單邊行動與集體行動相結合。
  8. On " apec approach ", president jiang pointed out that apec has its own basic features in its approach, that is giving full consideration to the diversity of its members and acknowledging their divergence in the level and stage of development as well as the consequent differing interests and needs ; laying emphasis on flexibility, step - by - step progress and openness ; adhering to such principles as equality and mutual benefit, consensus, seeking common ground while putting aside differences as well as voluntarism ; and combining individual with collective actions

    關于" apec方式" ，江主席指出， apec的運行方式具有自己的基本特點，這就是：充分尊重各成員的多樣性，承認成員之間的發展水平和發展階段上的差異及其帶來的不同利益與需求強調靈活性漸進性和開放性遵循平等互利協商一致求同存異自主自願的原則實行單邊行動與集體行動相結合。
  9. For forty years, wuhai acrobatics have not only inherited traditional acrobatic tricks, but audaciously taken in strong points from its peers and employed various kinds of artistic measures to combine settings, lights, costumes, stage properties and fine arts together, which make the acrobatic performance a comprehensive art

    四十年來，武漢雜技在繼承了傳統雜技技巧的基礎上，大膽吸收其他姊妹藝術之長，運用多種藝術手段將布景、燈光、服裝、道具、美術融為一體，使雜技表演成為綜合性的表演藝術。
  10. Pile - net composite foundation has some merit in building up the reinforcement of composite foundation simultaneous in vertical and horizontal directions, in enhancing the bearing capacity of foundation soil, and minishing the non - uniform settlement, especially controlling the phenomenon of vehicle dumpping on bridge head in the foundation treatment of transitional segments which is proved by practice

    摘要實踐證明，樁網復合地基同時具備豎向增強體復合地基與水平向增強體復合地基的加固優點，能很好地提高地基土體承載力，減小不均勻沉降，特別是橋頭過渡段地基處理中能有效控制「橋頭跳車」現象的產生。
  11. Secondly, this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example, this paper carried out scheme design for this technology, and compared some different kinds of underpinning scheme and node and structure design, and put forward the method of " reinforcce steel bar through column " to build pile cap beam, " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect, and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam, etc. in the process of the consturction scheme research and implement, this paper synthetically elaborated the organizaton for project construction, put forward the construction technical measure of specific aim on the artificial pile, and pile cap beam, and underground adding layer and structure stabilization, and overall structure stabilization and so on. for this project, adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction, use flexible connection catch to make the cage hoisting easier to simplify the construction process, use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation

    本文首先對于基礎托換與結構加固技術的目的和意義、國內外發展狀況進行了綜合闡述；其次對該項技術工程分類及適應范圍進行了理論上的分析研究；然後結合工程實例對該項技術進行了方案設計，對比幾種不同的托換方案和節點及構造設計，提出了「通筋穿柱法」做承臺梁， 「抗彎抗剪錨筋法」強化柱加固效果， 「鋼板箍法」做地基梁鋼筋連接點等多項技術；在施工方案的研究和實施過程中，對于工程施工組織進行綜合闡述，並就人工挖孔樁、承臺梁、地下加層及結構加固、整體結構穩定等專項施工方案提出有針對性的施工技術措施，人工挖孔樁施工採用鋼筋砼護壁確保挖孔樁的安全成型，使用柔性連接鉤進行鋼筋籠吊裝簡化施工工序；承臺梁施工採用梁主筋橫穿柱身化學膠錨固等；地下加層綜合施工技術採用土方分層對稱平衡開挖，分段挖土做筏基結構自穩等；最後對于該工程實施后的效果分析，說明該項綜合施工技術的可行性。
  12. Based on the result of the comparision static penetrat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section, and based on four static loading tests for two single piles and two composite foundation, behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio between piles and soil are studied, a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed, and the formula for calculation of composite foundation bearing capacity are revised

    基於某試驗路段軟基處理前後靜力觸探、十字板試驗的對比測試和對兩根單樁、兩處單樁復合地基進行的4次靜載試驗，研究了樁間土性狀在施工水泥粉噴樁前後的變化和樁土應力比的變化規律，提出了根據靜載試驗確定粉噴樁及其復合地基承載力新的取值方法，並修正了復合地基承載力的計算公式。
  13. Abstract : based on the result of the comparision static penetrat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section, and based on four static loading tests for two single piles and two composite foundation, behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio between piles and soil are studied, a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed, and the formula for calculation of composite foundation bearing capacity are revised

    文摘:基於某試驗路段軟基處理前後靜力觸探、十字板試驗的對比測試和對兩根單樁、兩處單樁復合地基進行的4次靜載試驗，研究了樁間土性狀在施工水泥粉噴樁前後的變化和樁土應力比的變化規律，提出了根據靜載試驗確定粉噴樁及其復合地基承載力新的取值方法，並修正了復合地基承載力的計算公式。
  14. " making people the center quality the first ", quality is life of our factory sincerity and cred it is foundation stone of our company in order to suite modern development of beauty industry we are keeping improving the quality ofour products, developing more and bette products to satisfy all our custmers

    公司秉承「質量第一，顧客至上」 ，品質是工廠的生命、誠信是公司的基石，為適應當今美容業的發展，我們會不段提高產品質量和售後服務水平，開發更多更好的產品，真正做到讓顧客滿意。
  15. At last, the author simulated destructive process of the reinforced foundation with ansys program. and the bearing capacity and settlement of numerical simulation is consistent to test results, which proved that the numerical simulation is right and the simulation is feasible with ansys program, this method enriched study resorts of reinforced foundation

    最後，採用ansys程序對該加筋地基的破壞過程進行數值，模擬所得的地基承載力和沉降量與實際檢測結果基本一致，證明了數值模擬的準確性，也證明了用ansys程序對加筋地基進行數值模擬的可行性，豐富了加筋土地基研究的手段。
  16. According to these, applying the virtual work theory, this paper analyzed the influence of active beam link on the terminal carrying capacity, stiffness and ductibility of three types of ebsf

    接著在此基礎上應用虛功原理，分別研究了耗能梁段長度對d型、 k型和v型三種偏心支撐框架的極限承載力、剛度以及延性的影響。
  17. In the study on the method of risk decision in project bidding based on considering emulant, according to the contents and the characteristics of risk decision in the stage of bidding, based on considering the pure risks and the speculative risks, and setting out from monomial risk, internal number and internal probability were used in describing each risk element. then, the optimization of strategies for monomial risks was done. and the computation was used to sew up the scheme, the progress, the cost and the overall risk compensation

    在工程項目投標階段的風險決策方法研究中，根據投標階段風險決策的內容和特點，在考慮純風險和投機風險的基礎上，從單項風險入手，運用區間數和區間概率的性質，先描述各個風險要素，然後進行單項風險對策間的對比擇優，並將其結果對應于方案、進度、成本費用及投標報價總風險補償費的確定，最終實現承包商的風險成本最小化。
  18. On the basis of the experimental research, its hysteresis characteristics, calculation method of stiffness in different stage and ultimate bearing capacity are discussed. based on a seismic design method on the new lateral resistant system is concluded according to the research result in the paper. the effect of some parameters is discussed on steel frame with cavity sandwich wall infill and some design suggestion is presented

    在試驗研究的基礎上，建立了該體系的恢復力特性模型，提出了模型各受力階段的剛度計算公式、極限承載能力的計算方法和抗震計算方法；對影響空腔結構砌體填充墻鋼框架抗側力性能的因素進行了討論，提出了設計建議。
  19. During my master " degree investigation, i mainly focused on the coarse - grain stratigraphy within mesozoic basins in chengde and pingquan districts, the eastern yanshan, and did systemic provenance analysis and paleo - current direction measurement and studied the relationship among basin evolution, volcanism and tectonism. then i summarized the mesozoic basin development and the coupling characters of basin and mountain. the evolution of basin and mountain in this area can be divided into several stages : the stage of compression uplift and flexural basin during the triassic through the early jurassic, the stage of structural compression - volcanism and foreland basin during the middle and late jurassic and the stage of rift basin in the cretaceous

    在野外典型路線調查的基礎上，對燕山地區東段承德、平泉地區的中生代盆地中發育的粗碎屑沉積層，進行了系統的物源分析與古流測定，並在此基礎上重點剖析了盆地的發育、火山活動、構造變動三者之間的關系，總結了本區中生代盆地發育規律及盆山耦合特徵，並將盆山演化劃分為：三疊紀?早侏羅紀的構造擠壓隆升與撓曲盆地發育階段階段，中晚侏羅紀的構造擠壓?火山活動與類前陸盆地發育階段，早白堊世的拉張斷陷盆地發育階段。
  20. The results indicate that the load transfer law of squeezed branch pile is similar to that in the ordinary soil, the velocity of load - settlement curve changes slowly and the pile has high load bearing capacity, the principle of load transfer has apparently sequence

    結果表明，支盤樁荷載沉降曲線為緩變型，具有較好的承載性能，荷載傳遞規律與在非濕陷性黃土地基中具有相似的性質，樁身各段承載力的發揮具有明顯的順序性。
分享友人
分享到 Line

分享到臉書