連接不良 的英文怎麼說

中文拼音 [liánjiēliáng]
連接不良 英文
faulty union
  • : Ⅰ動詞1 (連接) link; join; connect 2 (連累) involve (in trouble); implicate 3 [方言] (縫) ...
  • : Ⅰ動詞1 (靠近;接觸) come into contact with; come close to 2 (連接; 使連接) connect; join; put ...
  • : 名詞[書面語] (剁物所用的木墩) a block of wood
  • : Ⅰ名詞1. (善良的人) good people 2. (姓氏) a surname Ⅱ形容詞(好) good; fine; nice Ⅲ副詞(很) very; very much; indeed
  • 連接 : connect; fit together; link; marry; mate; joint; association trail; linkage; concatenate; concate...
  1. Communication line cable has no connection or bad connection

    通訊線纜沒
  2. Bad connection between power and machine

    切割機和電源連接不良
  3. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒鋼框架節點構造,設計了四種類型矩形鋼管混凝土柱與鋼梁節點,包括常規栓焊( wfp )節點、翼緣全螺栓( bfp )節點、雙t板( dst )節點以及加勁端板( sep )節點,進行了四類節點8個模型試件在柱端低周反復荷載作用下的抗震性能試驗研究,比較了同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對節點滯回曲線有顯著影響,全部節點都有顯著的剛度退化; 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段,具有好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓節點、雙t板與加勁端板節點都優于常規栓焊節點,可在實際工程中加以推廣。
  4. The experimental study of twelve push - out specimens with different hole molds and different materials filled in holes and two composite steel - fdpcp ( full - depth precast concrete panels ) beams of a full shear connection and different hole mold, as well as a composite steel - fdpcp beams of a partial shear connection and square holes was conducted in this paper, the authors gain following results : three composite steel - fdpcp beams all have good composite action and perfect work behaviors as a whole and the composite steel - fdpcp beams is a new - style structure which should get further research and development

    摘要對12個同預留孔形、孔內同填充材料的推出試件及2根同預留孔形的完全剪力與1根部分剪力的鋼混凝土預制板組合梁進行了試驗,結果表明,只要預留孔形設計合理,灌孔混凝土強度得當,鋼混凝土預制板組合梁就具有好的組合效應和整體工作性能,是一種有發展前途和廣泛應用領域的新型組合結構。
  5. In the thermal fusion device, the materials of the plasma facing components are expected to have high thermal resistance and outstanding heat conductivity. using a single kind of material, however, can not meet the above two requirements at one time. therefore, the joining technique is regarded as a proper approach to improve the properties of the conventional materials

    在熱核聚變反應裝置中關鍵結構件「面向等離子體」元件要求材料具備好的耐高溫性和導熱性,而現有的單一材料能同時滿足該要求,因此,通過技術將現有材料進行改善是合適的。
  6. The result proves that composite beams with partial shear connectors have better performance to support fatigue load in that they can hardly be destroyed under general fatigue load if the welding quality is reliable

    試驗結果表明,重復荷載作用下的部分剪力組合梁具有好的抗疲勞性能;在焊質量有保證的情況下,處于正常使用范圍內的疲勞荷載作用下的部分剪力組合梁幾乎會發生疲勞破壞。
  7. The corporation is professional at manufacturing the fin, tube - in - sheet copper, aluminium evaporator and fiber tube condenser of refrigerators ; indoor / outdoor copper, aluminium connecting pipe for air - conditioner ; fittings pipe of air - conditioner ; stainless steel cooling tube, heating tube of water dispenser, assembly of copper, aluminum evaporator and fiber tube condenser of small refrigerator, copper & aluminum joints with various specifications ; various models of copper & aluminium liquid reserviors, muffler and oil segregator ; various radiators of electric control board

    企業生產工藝先進,技術裝備精,其中高、中級工程師多人,專業生產冰箱、冷櫃翅片式.板管式銅.鋁蒸發器及絲管冷凝器;空調室內外機銅.鋁管;空調配件管;飲水機銹鋼冷罐、熱罐、小冰箱銅.鋁蒸發器總成及絲管冷凝器總成;各規格銅鋁頭;各型號銅.鋁儲液器、消聲器、油分離器;各類電控板散熱器。
  8. A lack of response to dependence needs, poor nutrition, brutality, unhappy relationships, disease, continuing disappointments, inadequate physical care, and traumatic events are among the many experiences that contribute to making people losers

    造成人們失敗的許多經歷包括:缺少幫助、營養、殘忍行為、愉快的關系、痛苦的疾病、三的失望、對身體愛護夠、痛苦而難忘的事件等等。
  9. Theory of computing, hersonissos, greece, 2001, pp. 163 - 172. 18 homan c m, istrate g. small worlds, locality, and flooding on landscapes

    由於各邊是根據隨機分佈生成,整個網路易受攻擊,因而具有好的fault tolerance 。
  10. If it ' s unable to appear induction, please check whether the problem is bad contact, inappropriate detection zone, failure insert of the adapter

    若出現能感應現象,請檢查各線是否連接不良,感應距離是否合適,適配器有否插好。
  11. Fire hazard testing part 2 : test methods bad - connection test with heaters

    著火危險試驗.第2部分:用發熱器的試驗的試驗方法
  12. N o mal healing were observed in all the 7 cases, absorption and poor healing at bot h ends of the graft were not found, too

    所有7例煮沸腫瘤骨均獲正常骨愈合,與活骨端相的植骨兩端未見煮沸腫瘤骨吸收或愈合
  13. Based on fuzzy logic, an effective algorithm of edge connection is proposed. simulation result shows our approach can highly improve the connectivity of the extracted image boundaries without distortion. this work lays foundations of target detection, tracking, and recognition for photoelectric tracker and imaging radar

    通過理論分析及模擬結果證明,本文提出的梯度參數自學習統計的方法和基於模糊判決的邊緣方法能夠有效地提取邊緣點進行邊緣,能夠在保持原有圖像失真的情況下,較大地提高圖像邊界的通性,為光電跟蹤器和成像雷達的目標檢測、跟蹤和識別等提供好的基礎。
  14. The range is from ill programming habits ( eg. embedding the database linking information directly into applications ) to more worse structural problems ( eg. not dividing the application definitely into the distinguishable and absolute logical elements : view, operation and data )

    所回顧的這些設計缺陷范圍從的編程習慣(像把數據庫信息直嵌入在應用程序中)到那些更嚴重的結構問題(像沒有明確地把應用程序劃分成可辨別而又獨立的表示、業務以及數據等邏輯單元) 。
  15. Outreaching social workers seek to reach out to and establish direct contact with young people who are vulnerable to undesirable influences in the places that these young people are known to frequent. once engagement is possible, outreaching social workers are then able to provide relevant services to help these young people to cope with their problems, meet their needs in socially acceptable manner and assist them in fulfilling their potentials

    社會工作者主動到青少年經常流的地方,識別那些易受影響的青少年,然後與他們保持緊密的觸;透過提供適切的服務,以協助他們處理生活上的困難,合理地滿足個人需要及發揮個人的潛能。
  16. Over near ten years of development, we have provided high - strength bolt sets amounting to rmb 60 million for various projects and no defections occurred

    公司經過近十年的發展,約有6000萬套高強度副在各工程使用無一起記錄。
  17. In order to avoid similar damage in future, investigation of some further new and finer joint types of the beam - column connections, analyses of the damage mechanism of new joints types under cyclical load and advance of new aseismatic design measure are not only significant from the theoretical aspect, but also important in practice

    為了避免人員傷亡和財產損失,研究新的、性能優的節點方式,找出新型節點在循環荷載作用下的破壞機理,提出新的節點構造和抗震設計對策,僅具有重要的理論意義,同時也具有重大的工程意義。
  18. Where the shoe pinches of the repair success is all right combination of young and old concrete. presently, most of the researches inside and outside country made the two into one to against force through felt. in practice, however, it ca n ' t obtain ideal bond capacity only depend on adherence. thus, this paper bring forward a young method to make up the lack of felt capacity - use mechanical joint element to link young and old concrete

    新老混凝土之間的好結合是混凝土修補成功的關鍵所在,目前國內外的研究中絕大部分是通過二者的粘結作用使其結合成為整體共同受力。而實際工程中僅僅依靠粘結力往往達到理想的結合程度。因此,本文研究的是加強新老混凝土結合,彌補粘結力足的一種新方法,即採用機械件將新老混凝土結合在一起的方法。
  19. Based on the experimental study and inelastic theory, the ultimate flexural capacity of steel encased concrete composite beams are derived. the difference between steel encased concrete composite beams with full shear connection and beams with partial shear connection, together with the relationship between the inelastic neutral axis of steel parts and concrete parts, are considered in the formulae. the calculation results of the eight specimens with full shear connection and the three specimens with partial shear connection are in good agreement with the experimental data, which validates the effectiveness and efficiency of the proposed calculation methods. furthermore, the nonlinear finite element analysis of the ultimate flexural capacity of the steel encased concrete composite beams is performed. nonlinear material properties and nonlinear contact properties are considered in the finite element analysis. the finite element analytical results also correlate well with the experimental data

    基於外包鋼混凝土組合梁的試驗研究和塑性理論,按照鋼梁和混凝土塑性中和軸相對位置的同,分別推導了完全剪切和部分剪切的外包鋼混凝土組合梁的正截面極限抗彎承載力的計算公式,並對外包鋼混凝土組合梁進行了非線性有限元分析,分析中重點考慮了材料非線性和觸非線性. 8根完全剪切和3根部分剪切試件的正截面極限抗彎承載力的計算結果及有限元分析結果與試驗結果吻合
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