錨定方法 的英文怎麼說

中文拼音 [máodìngfāng]
錨定方法 英文
behaviorally anchored rating scales
  • : 名詞(鐵制的停船設備) anchor
  • : Ⅰ形容詞1 (平靜; 穩定) calm; stable 2 (已經確定的; 不改變的) fixed; settled; established Ⅱ動詞...
  • : Ⅰ名詞1 (方形; 方體) square 2 [數學] (乘方) involution; power 3 (方向) direction 4 (方面) ...
  • : Ⅰ名詞1 (由國家制定或認可的行為規則的總稱) law 2 (方法; 方式) way; method; mode; means 3 (標...
  • 方法 : method; means; way; technique; process; procedure; plan; device; recipe; fashion; tool; maneuver
  1. Stability calculation methods for grillage supporting structure with prestressed anchor and its application

    框架預應力桿邊坡支護結構穩性計算及其應用
  2. According to the method in paper, roughness of bedrock surface of north anchor pit of runyang bridge is described in quantitative fractal dimension, and the method of determining frictional resistance of the whole anchor under many factors is discussed, which offers a new ideal and approach for precise determination of frictional resistance of rock mass engineering

    依據文中,對潤揚大橋北碇基坑建基面粗糙度進行了量分維描述,探討了考慮多種因素條件下整個碇摩阻力的確,為巖體工程摩阻力的準確確探索了一條新的思路和途徑。
  3. The anchoring energy takes the modified rapini - papoular expression, and the planar alignment nlc cell under external magnetic field will be studied. the fundamental formula and the boundary condition of 6 are deduced analytically

    能採用修正後的rp公式,用解析的詳細研究了外磁場作用下沿面校列向列液晶盒。
  4. Combined with the real example of monitoring pressure on the supporting system in the long span underground space of dk7 + 692 section at jiao - xin line of chongqing light railway, it is set forth the methods about choosing the support system and its parameter, digging methods of underground space, measuring and testing methods for the stress of the support system ; the testing results and variation pattern were analyzed for the stress of the initial supporting i - steel axial stress of bolt, stress of shot - concrete, supporting pressure of temporary i - steel and stress of steel of the second lining, then, the reason for deformation of the support system induced by sharp increase of i - steel was determined

    摘要結合重慶市輕軌較新線大坪車站大跨度地下空間dk7 + 692斷面施工支護體應力監測的工程實例,闡述了該大跨度地下空間支護結構的參數選擇、地下空間的開挖、支護體結構的應力量測及測試手段;分析了支護體初期支護工字鋼拱應力、桿軸力、噴射混凝土內應力、臨時工字鋼支撐應力、二次襯砌鋼筋應力等測試結果和變化規律;確了工字鋼拱應力急劇增大而可能引起支護體系失穩的原因。
  5. Standard test method for rock bolt anchor pull test

    石栓拉力試驗的標準試驗
  6. The pre - stressed anchor supporting structure with beam and column is analyzed theoretical in this paper, combined with theoretical study and design of such supporting structure, which is one of the plan projects of construction science and technology in hunan province. the topic provides engineering aiming with practical and concise computation method, and also provides the advice for structure with proper theory foundation and schemes to some extent

    本文結合湖南省建設科技計劃項目「永久性肋樑柱桿擋土墻設計關鍵問題及計算軟體開發」 ,對預應力肋樑柱桿支擋結構進行了理論分析,提供了適合於工程的、比較簡捷的實用計算,同時也為該類支擋結構設計提供一的理論依據和設計建議。
  7. In this method, spaces for plant growth are separated from the anchoring bar and shotcrete structures, but they have some mutual relations in following two points : firstly, establishments for plant growth can be fixed by using anchoring bars and shotcrete ; and secondly, water for plant growth can be partly supplied by drainage holes arranged in anchoring bar and shotcrete structures

    在該中,供植物生長的空間(包括綠化槽、綠化盆等)與噴結構是相互分離的,但在以下兩面又有所聯系:第一,藉助于桿和噴射混凝土來固栽種植物所需的設施;第二,通過布置在噴結構上的排水孔為植物供水。
  8. This paper has come to some comprehensive conclusions on the basis of the practical use of this double - index evaluation method in the slope of pishihang channel. a calculating program for the double - index evaluation method is compiled to raise the calculating efficiency. the reinforce measures that adopt the new thesis of renewing stress and the expansive anchor are presented

    本文針對淠河總乾渠(城區段)邊坡這一實際工程引入了安全系數和可靠度相結合的雙重指標體系分析進行穩分析,得出了較為全面的結論;在雙重指標體系分析的基礎上編制了計算程序,提高了計算效率;應用應力重塑新思想及其配套實施手段?膨脹提出了初步的邊坡加固解決措施。
  9. In this paper a new procedure is proposed for calculating the anchoring force required to stabilize slopes to a specified factor of safety

    摘要針對目前固邊坡穩性計算中的缺陷,提出一種合理且實用的直接計算邊坡固力。
  10. This paper also presents the methods of controlling unstressed length of cable, pre - displacement of saddle, anchor span tension, erection of wire strands, the fixed position for erecting cable band and cable length. determination and control approach of displacement of saddles during cable erection are also introduced. at the same time, the change course of linetype during construction period for suspension bridge is analyzed

    再次,介紹了懸索橋的施工控制內容與,利用軟體sgkz2000對多座懸索橋進行了施工計算,提出本文關于懸索橋的主纜無應力長度控制、索鞍預偏量控制、跨張力控制、絲股架設控制、索夾安裝位置與吊索長度控制的;介紹了吊梁階段鞍座頂推量的確與控制,分析了施工階段懸索橋的線形變化過程。
  11. The force control of suspension bridge anchorage cable is the main contents which will be researched. according to the character of suspen - sion bridge anchorage, three questions is solved in this paper on the basis of the construction control experience of the highway bridge of yichang yanzhi river. firstly, an effective method of cable force control is presented in this paper, which has settled the puzzle of cable force accurate operate through fixing a pressure transducer at the behind of the hydraulic jack. secondly, an exactitude calculation model is founded in this paper. in addition the influence of boundary condition, sag, inclination, flexural rigidity and environment temperature to the cable vibration frequency which make the frequency method could be used to the measurement of cable force. in the end of this paper, a control system of anchorage cable force is developed on the basis of the above research. this system is very steady, credible, high precision and convenient. it is a new and credible method to be used to the force control of sus - pension bridge anchorage cable. in this paper, the conundrum of cable force control has been solved. the fruits are very useful to the development of inland suspension bridge

    提出了一種有效可行的跨張力控制,即通過在油壓千斤頂后加壓力傳感器,並利用單片機技術進行數據採集,解決了懸索橋跨索股初張力精確控制的難題;建立了跨索股索力的精確計算模型,分析了索股的邊界條件、斜度、垂度、抗彎剛度及環境溫度對索股頻率的影響,解決了弦振在大跨徑懸索橋索力測試中的應用問題;在上述研究成果的基礎上,研製出了跨張力控制系統,該系統具有穩可靠,精度高,使用便等特點,它的投入使用將為我國今後大跨徑懸索橋跨張力控制提供一種全新的、可靠的手段。
  12. The rock masses stability of hydraulic structure and geo - technical project is thoroughly studied in the theory and its application in this paper, some complicated problems in practice are solved, the physical relationship of the fractured masses and numerical simulating methods of reinforced rock masses are explored in theory

    本文就水工結構工程和巖土工程中的巖體穩性問題,從理論和實踐上進行了較為深入的研究,解決了實際應用中的一些難點問題,對裂隙巖體的本構關系及固數值模擬進行了理論與應用探討。
  13. Introduced by prestressed pier in the gate of spillway in xiao xia hydroelectric power station, the text reasonably established 3 - d finite elements mechanic model by the advanced finite elements popular in the world which can expediently impose tension of anchor funicular at its place. it also considered possible diversified combination of loading, and indicated that the effect of its prestressed action is fruitful compared with its conventional counterpart by study of mechanic calculation in comparison. as a result, it vastly improved burdening state of pier. by analysis of 3 - d finite element method, it also gained the stress result indifferent boundary conditions such as breast wall joint support and fixed support, and the displacement result in diversified loading combination. those results gained the instructive and reference value in design of prestressed pier

    本文結合黃河小峽水電站泄洪閘預應力閘墩這一工程實踐,採用國際上已成熟的有限元,合理地建立了預應力閘墩的三維有限元模型,該模型可便地按預應力索的點位施加索預張拉力,考慮了可能發生的多種荷載工況組合,並與無預應力閘墩結構進行了對比分析研究,指出其預應力效果是明顯的,可以大大改善閘墩結構的受力狀態,通過三維有限元分析,還得到了胸墻簡支、固端不同情況下的應力成果和各荷載下的位移成果,這些成果的取得對預應力閘墩的設計具有一的指導和參考價值。
  14. Calculating method of landslides drive force, and determination of the diameters of borehole and anchor cable, the number of the anchor cables, the anchorage length and types of the anchor head as well are also discussed

    本文還探討了作用在抗滑樁上的滑坡推力設計值的計算,以及索材料的選固深度計算、頭類型選擇、索與樁的連接設計、施工工藝與質量控制措施、檢測與監測等等。
  15. Bolt has been in wide use as a kind of support in tunneling, especially fully grouted bolt. but the design method for fully grouted bolt is limited due to the shortage of it ’ s support effect mechanism at present

    桿尤其是全長粘結式砂漿桿是隧道工程廣泛應用的支護型式,但由於目前對全長粘結式砂漿桿支護作用力學機理認識不足,使其設計存在一的局限性。
  16. Secondly, in view of the limitation and shortage of traditional simulation of finite element approaches for bolt, a new composite grouted bolt element including nonlinear contacting relation will be built based on the above study of the mechanics mechanism of fully grouted bolt. then, an elastic - plastic finite element program will be developed for the analyses of tunnel stability, in which the composite grouted bolt element and nonlinear finite element analysis method will be used ; the patterns and the affect of main design parameters on the support effect of bolt will be analysed using the program, and conclusions of guidance importance for tunnel support design will be drawn. finally, simulation compution for the excavation and support of a highway tunnel will be made out using the above production, and the method of application of the program will be discussed ; analysis of the deformation, stress and distribution of plastic range will be done, and rational support plan will be worked out, which is of guidance importance for tunnel support design and the thery and technique of fully grouted bolt used in tunneling will be perfected further

    首先,本文在綜合分析隧道穩性影響因素及失穩破壞模式的基礎上,對全長粘結式砂漿桿作用力學機理進行了深入研究,為全長粘結式砂漿桿的有限元模擬分析奠了基礎;其次,針對傳統桿有限元模擬的局限性與不足,在上述全長粘結式砂漿桿作用力學機理研究基礎上,建立出能反映界面非線性粘結的新型復合砂漿桿有限單元模型;然後,運用上述復合砂漿桿單元模型,引進非線性有限元分析手段,開發了隧道支護穩性分析的有限元程序,並就全長粘結式砂漿桿的型式與設計參數對支護效果的影響進行了深入探討,得到了對隧道支護設計具有指導意義的結論;最後,運用本文研究成果對某公路隧道工程實例進行了開挖與支護的模擬計算,探討了其應用,並就隧道變形與應力及塑性區分佈規律進行了分析,從而提出了合理的支護案,為隧道支護設計提供了參考依據,完善了隧道全長粘結式砂漿桿支護的理論與
  17. This paper consists five parts including the introduction the summary of situated teaching the use of multimedia for constructing situation, the design and analysis of the experiments and the conclusion. in the introduction, we discuss the background and significance of the study of situated teaching based on multimedia, and the reason why the author has chosen this subject

    論文後半部分分析了多媒體輔助情境設計的多種典型的多媒體技術和:基於虛擬現實技術的情境、基於流媒體技術的情境、基於多媒體整合的情境等等;並依據遠程認知模式和拋式教學分別進行實驗研究,並且取得了一的實驗效果。
  18. The flexible retaining structure is another important retaining structure in soft soil. the integrated numerical analysis of this retaining structure ( including the methods and theory of calculating active earth pressure under sorts of conditions as well as the calculating method of horizontal stiffness coefficient of bracing structure and the method of deciding boundary condition etc. ) was gived. the effect of all parameters on the characteristics of retaining structure was discussed using methods of sensitivity - analysis

    本文針對目前常用的彈性支點,給出了完整的數值分析,包括各種條件下的墻後土壓力的計算和原理、支撐系統(或拉系統)水平剛度系數的計算、邊界條件的確等,並以此為基礎採用靈敏度系數分析討論了各參數對圍護結構形態的影響,指出土體側向基床比例系數是影響圍護結構變形的最主要的參數。
  19. At first, the mechanical model of joint is discussed, and the constitutive relation of the rough joint, especially the bolt - supported joint, is given. then bedding slide of bedding stratified rock slope is studied adopting limit equilibrium method, and a formula of stability is brought forward. at last, the bedding stratified rock slope ' s buckling deformation and failure mechanism and its evaluating method of stability is investigated, a corresponding mechanics model is established, then detail research to this failure mode is made in theory combining the energy law and elastic stability theory of plate and beam, and an analytical solution of the yielding curve is educed from this model

    文中首先對結構面的力學模型進行了一的探討,提出了粗糙結構面尤其是加結構面的本構關系;然後採用極限平衡,研究了順向層狀巖質邊坡的順層滑動失穩,提出了其穩性計算公式;最後,結合能量律和彈性板梁穩理論,探討了工程中常見的順向層狀巖體邊坡潰屈失穩時的破壞機理、變形規律和穩量評價,建立了相應的力學模型,求出了其相應的解析解,並提出了臨界坡長與最大彎曲位置的確
  20. During the stability analysis, the safety coefficient and the most dangerous slipped layer of soil slope retained by compound soil nailing was studied. the stability of soil nailing was calculated. then, the influence functions of water, prestressed anchor and cement - soil retaining wall and front small - piles in the compound soil nailing system were studied

    在穩性分析中,研究了復合土釘支護時土坡穩的安全系數:介紹了最危險滑裂面的確並採用幾何參數控製來確土體的最危險滑裂面;計算了土釘支護土體時的穩性;研究了水、預應力桿(索) 、水泥土攪拌樁以及超前微樁對復合土釘支護時土體穩性的影響作用並給出了相應的計算公式。
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