橋梁加設 的英文怎麼說

中文拼音 [qiáoliángjiāshè]
橋梁加設 英文
bridgeerection
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • : 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...
  • : Ⅰ動詞1 (設立; 布置) set up; establish; found 2 (籌劃) work out : 設計陷害 plot a frame up; fr...
  • 橋梁 : bridge; approach
  1. So this article analyses deeply in the method of ensur ' my designing food rolume which is an important element to affect the " designimy height of bridge " it brings forward an " arverage optiminmy suiting line " method which is a bondage discommode series at the same time it puts forward a ensurmy principle for rough coefficient " and " fallimy flood proportion which are both suitable to heilongjiang province at last this article introduces the " three - days rainimy rolume " method

    本文立足於黑龍江省各種河流的洪水特點,結合以往工程實際,對影響跨河計高度的主要因素? ?計洪水流量及其相應洪水位的確定方法以詳細分析。提出有約束不連序系列的權優化適線法及適合於黑龍江省的河流粗糙系數和洪水比降的確定原則,並介紹了三日降雨量法。
  2. 5. according to the foresaid means of assessment, applying the principle of three - rated precaution and twice designs, i develop the procedure of anti - seism, which strengthens the reinforced concrete bridge with carbon fiber

    5 、根據以上的評估方法及固理論,運用三級防、兩次計原則,開發碳纖維固鋼筋混凝土的應用程序。
  3. On april 11, klingenberg ' s instructions were to reconnoiter and establish checkpoints, secure any bridges and roads encountered, then hold for reinforcements

    4月11日,克林根貝格的任務是偵查和立檢查站,和保障道路安全,等待后續部隊。
  4. Big in design, big in sound. sauter hat den brckenschlag in der pianobaukunst zwischen modernem design, bester technik und exzellenter verarbeitung geschafft

    在鋼琴製造藝術中,薩德創建了外觀現代化計,優秀的選材和傑出的工工藝的
  5. Creep analysis methods of high - rise buildings and large span buildings can only refer to creep coefficient method in bridge engineering or the method of degree of creep in hydraulic construction engineering under the present experiment conditions. in this paper, the incremental expressions of concrete creep and shrinkage strain when the initial computational age is not the same as the loading age are derived and corrected from the concept of concrete creep coefficient and the mean value theorem of integral and the principle of superposition. the differences of efficiency and accuracy of creep analysis between the finite element method with creep coefficient and the initial stress method with degree of creep are presented. this paper suggests that engineers should use the initial stress method with degree of creep to estimate the influences of creep on high - rise buildings and large span buildings on the basis of conceptual design

    基於現有的試驗資料,高層及大跨度民用建築的徐變分析只能參照結構中的徐變系數方法或水工結構中的徐變度方法進行.從徐變系數的定義出發,利用積分中值定理和疊原理,推導並修正了載齡期與起算齡期不同時徐變收縮應變增量的表達式,對比了應用徐變系數分析徐變的有限元法和應用徐變度分析徐變的初應變法在效率和精度上的差別,並建議應從概念計的角度出發,採用徐變度的初應變法來估算徐變對高層及大跨度民用建築的影響
  6. Abstract : creep analysis methods of high - rise buildings and large span buildings can only refer to creep coefficient method in bridge engineering or the method of degree of creep in hydraulic construction engineering under the present experiment conditions. in this paper, the incremental expressions of concrete creep and shrinkage strain when the initial computational age is not the same as the loading age are derived and corrected from the concept of concrete creep coefficient and the mean value theorem of integral and the principle of superposition. the differences of efficiency and accuracy of creep analysis between the finite element method with creep coefficient and the initial stress method with degree of creep are presented. this paper suggests that engineers should use the initial stress method with degree of creep to estimate the influences of creep on high - rise buildings and large span buildings on the basis of conceptual design

    文摘:基於現有的試驗資料,高層及大跨度民用建築的徐變分析只能參照結構中的徐變系數方法或水工結構中的徐變度方法進行.從徐變系數的定義出發,利用積分中值定理和疊原理,推導並修正了載齡期與起算齡期不同時徐變收縮應變增量的表達式,對比了應用徐變系數分析徐變的有限元法和應用徐變度分析徐變的初應變法在效率和精度上的差別,並建議應從概念計的角度出發,採用徐變度的初應變法來估算徐變對高層及大跨度民用建築的影響
  7. The mass of the slab have diseases in varying degrees by investigation, so the problem faced us is to strengthen and remake the slab. in addition, the slab will be used in underdeveloped region of our country. therefore, it is very important to evaluate the load bearing capacity of slab with slightly curved bottom

    微彎板在中使用已有三十多年,在調查中發現大多微彎板都存有不同程度的病害,也就面臨著對舊微彎板的固改造的問題;另外,在我國某些經濟尚不發達地區的中仍在採用,因此,對微彎板的承載力的正確評定也顯得十分重要。
  8. By maintaining and strengthening, the existing fault bridge strengthened the total intensity and rigidity of the main girder, to large extend. the strengthened bridge could lengthen its service life and made deck line state, ultimate bearing capacity and durability, and so on, attain to design standard

    對既有病進行固維護,能大大地增強主的整體強度、剛度,延長的使用壽命,使其面線形、極限承載能力和耐久性等達到計要求。
  9. However, along with the increasing of construction quantity of the infrastructure of irrigation works, traffic, communication etc., newer and higher requirement of geotechnical anchoring are made in slope, major dam, bridge, tunnel, deep foundation ditch engineering and the construction engineering such as anti - capsize, anti - float, anti - slippage engineering of the buildings. for example, self - intension of rock and soil is required to exploit better ; carrying capacity of anchor increase according to anchoring length ; anchor should be sufficiently lasting and should not influence the exploitation of adjoining stratum

    但另一方面,隨著我國水利、交通、通訊等基礎施建力度的大,邊坡、大壩、、隧洞、深基坑以及建築結構物的抗傾倒、抗浮力、抗滑移等建工程將對巖土錨固提出一些新的和更高的要求:如要求進一步調用巖土體的自身強度,錨桿應具有足夠的耐久性,錨桿的使用應不影響周邊地層的開發等。
  10. The riveting and welding plant of the company has a very strong technical force, the technical personnel makes up more than 1 3 of the total staff, the company can also undertake the manufacture of various metallurgical structural equipment, formwork, gang board, oil tank, water tank, pipeline and dust - collecting and environmental protection equipment of various sizes, the company also undertakes the construction of bridge, concrete building as well as underwater and high - altitude operations from omniberaing etc. no matter what sizes and shapes of the forging and casting spare parts including special - shaped parts, we will never refuse you and promise to satisfy you with best quality and finish the task on schedule

    公司鉚焊廠,技術力量十分雄厚,工程技術人員,佔全體員工的三分之一以上,可以承攬工各種金屬結構備模板跳板油罐水罐管道工程各種型號除塵環保備,再如鋼筋混凝土建築,水下高空全方位作業等,除些之外,關于鑄造鍛造等工作不論大,中,小型部件,也能做到來而不拒,保證,保質,保量按期完成任務。
  11. With the advancement of calculating theory and design technology, as well as the wide application of computer in the engineering design area, the bridge structure is developing towards large span, thin section, and prestress. the bridge construction scheme is also made great progress. with the research on construction project, the construction of the bridges over the river or the gorge is becoming more and more simple, efficient and economical

    隨著結構計算理論和計技術的進步,以及計算機在工程計領域的廣泛應用,結構向大跨度、薄截面、預應力方向發展,的施工方案也取得了很大的進展,通過施工方案的研究,使位於大江大河上及深山峽谷中的施工作業更簡單高效、經濟合理。
  12. 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,根據懸索恆載計理想狀態建立了懸索施工計算原理;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、絲股架線形計算、索夾安裝位置計算和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。
  13. 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,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;大了對工會幹部的保護力度,強化了具體保護措施,使工會幹部可以更盡職盡責地履行工會的職能;更好地保護了工會發揮和紐帶作用,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。
  14. The total length of road, the length of good quality highway, number of the bridges and tunnels are all increased and increasing remarkably

    近十幾年來,通車里程迅速增,技術等級大幅度提高,公路和隧道建取得顯著成果。
  15. For long - span bridges, long - space spatial structure, high - rise buildings, high - rise tower, wind load is one of control loads for structure design, beside for the many use of kinds of the light weight and high strength material and many use of glass cladding, the problem of wind load on the building structure become more serious

    對于大跨度、大跨度空間結構、高層建築、高聳塔桅結構來說,風荷載是其結構計中主要的控制荷載之一,同時由於各種輕質高強度材料及玻璃幕墻的大量運用,使得建築結構受風影響的問題更突出。
  16. In this chapter, the basic concept of the system is summarized according to the main experience of the bridge ' s managing system in mainland and foreign, and the developmental history and present state of the bridge ' s managing system is reviewed ; the second chapter is the data managing subsystem. this subsystem is the base in the whole computer system. these data, that of bridge ' s design, record in the period of constructing, datum in experiment and that of datum by regular check and the check in important place, are all collected in this system ; the third chapter is the evaluated subsystem

    全文共分為七章:第一章是緒論部分,根據國內外管理系統實踐的主要經驗,總結和概括了維修固計算機系統的基本概念,回顧了管理系統的發展歷史及現狀,確定了本文的研究方向和指導思想;第二章是數據管理子系統,收集了計、施工記錄和試驗資料的數據,以及檢測資料包括通過常規檢查和重點部位檢查得到的相關數據。
  17. The author designed, made, processed and tested to the plexiglass model and the bridge. then author calculated and analyzed the results, as a result of the computer programs bsas, sap, qjx and nastran. the author researched the force characteristics and structural behavior of large - span prestressed concrete bridges with continuous rigid frame structure, used the advanced theory and technology, materials, arts and crafts to resolve the practical matters in design and construction, to optimize structure, and to provide credible technical data for the design and construction and maintenance of bridges

    本文以吉林省九站松花江特大為研究對象,通過有機玻璃模型的計製作及工和試驗,以及對已竣工通車的實荷載試驗,利用計算機程序bsas 、 sap 、 qjx及nastran等程序進行理論計算和綜合對比分析,探討大跨徑預應力砼連續剛構的力學特點和使用性能,運用先進的理論、技術、材料、工藝等來解決計和施工中存在的實際問題,優化結構,並為計、施工及使用維護等提供可靠的技術資料。
  18. On the other hand, nfjdpdm was carriage between designs and manage information ' s bridge, shorten new product development cycle that speeding information ' s circulation up

    此外,本系統的另外一個作用是架通計與管理之間的信息計與生產之間的信息流通,縮短新產品研製周期。
  19. In 1938, president roosevelt dedicated the thousand islands bridge connecting the united states and canada

    1938年,羅斯福總統致力於連接美國拿大的千島群島
  20. This paper has set a foundation for bridge strengthening with cfrp laminates and numerical analysis in future and provides reference for design and examination in bridge strengthening practice

    本文為進一步研究碳纖維布對鋼筋混凝土t固及數值分析方法研究奠定了理論基礎,同時也為固實踐提供了計計算與試驗依據。
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