鉸接梁 的英文怎麼說

中文拼音 [jiǎojiēliáng]
鉸接梁 英文
hinged girder
  • 鉸 : Ⅰ動詞[口語]1. （用剪子剪斷東西） cut with scissors 2. （用絞刀切削） bore with a reamer; ream Ⅱ名詞（指鉸鏈） hinge
  • 接 : Ⅰ動詞1 （靠近;接觸） come into contact with; come close to 2 （連接; 使連接） connect; join; put ...
  • 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...
  1. From the analysis, some suggestion about joint rigidity design is put forward : 1. joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2. the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3. withm the permissive construction condition, exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4. when the rate of joint rigidity to beam rigidity, that is called, is less than 0. 1, the joints can be regarded as zero - rigidity joints ; on the other hand, if is more than 26, it is rigid connection joints

    採用斜截面梁並在樑柱交接處局部加腋能明顯提高節點剛度和梁的抗彎能力； 3在允許的施工條件下，應優先採用外伸式端板斜放節點，有利於提高節點剛度，進而提高節點的抗彎能力； 4節點剛度與其連接構件的剛度比值0 . 1時，可按鉸接節點設計； 26時，可按剛接節點設計。
  2. The crane of hinge joint beam

    鉸接單梁橋式起重機
  3. In tins paper, a new type of standing - wave linear usm with square - ring vibrator was presented, which had two contact surfaces and a support structure with four flexure hinges for the power output

    摘要利用有限元分析軟體對方環形直線駐波超聲波電動機的振子進行了動態設計，提出了一種環梁式雙接觸面的振子結構，該振子採用柔性鉸鏈與支撐結構連接，實現力的輸出。
  4. By calculating large quantity of examples, this text studies earthquake resistant behavior of tapered portal frame with pined bases and analyzes its natural frequency, natural period of vibration and vibration mode. by comparing interior forces of pillar top, beam end and span midpoint in two conditions that seismic action effect participates combination of forces and not when portal frame is n ' t changed, ensure conditions that combination of seismic action effect has controlling f unction during tapered portal frame design, and tapered portal frame demands anti - earthquake design

    本文通過大量算例分析，研究柱腳鉸接楔形變截面門式剛架的抗震性能，並對其自振頻率、振型進行了分析；通過比較地震作用效應參與荷載組合與不參與荷載組合兩種情況下，樑柱截面尺寸不變時，柱上端、梁端、跨中截面處的內力大小，確定在什麼情況下地震作用效應組合起控製作用，變截面門式剛架需要進行抗震設計。
  5. The main shuchural features of the new electric single - girder overhead travelling crane presented in this paper is as follows : using a special gisder section to provide simple production technology and light weight ; dopting hinged connection at one end between main glrders and end carrages instead of the rigid connection at both ends, eliminating the three - point supporting problem with the crane and thus improving the travelling perfomance ; extending crane wheels life contributed to the combination of no - flange crane wheels and horizontal rollers

    提供種生產工藝簡單、自重輕的主梁截面，並將單梁起重機主、端梁的剛性連接改為端用鉸接連接，解決了在製造和軌道安裝時因誤差而造成的大車運行三條腿現象，提高了運行性能；用可調大車運行水平輪中心距的設計，代替帶輪緣的大車輪，提高大車輪的使用壽命。
  6. The wall was equaled to an elastic composite slab with silica bricks as main body and concrete rib beams, columns and outer frame as reinforcing fiber. ( 2 ) elastic - plastic stage. the wall was equaled to a rigid frame - oblique compression bar model in which concrete frame was equivalent to a rigid frame while silica brick was equivalent to a oblique compression bar

    （ 1 ）彈性階段? ?將墻體視為一種以輕質砌塊為基體，混凝土肋梁、肋柱、外框為增強纖維的復合材料等效彈性板； （ 2 ）彈塑性階段? ?將墻體視為一個由鋼筋混凝土剛架和與之鉸接的砌塊等效斜壓桿組成的剛架斜壓桿組合模型； （ 3 ）破壞階段? ?將墻體視為肋梁嚴重破損的梁鉸框架模型。
  7. Series of ym prestressing strand anchorage and coupler for highway bridge

    公路橋梁預應力鋼鉸線用ym錨具連接器規格系列
  8. Test method and inspect rules of prestressing strand anchorage and coupler for highway bridge

    公路橋梁預應力鋼鉸線用ym錨具連接器試驗方法及檢驗規則
  9. Taking the design of the wind fairing of box girders for taoyaomen bridge as example, to facilitate the maintenance and service of the high strength bolts for articulation inside the wind fairing of the box girders and minimize the difficulties in fabrication and installation of the wind fairing, the manhole covers for the wind fairing sections are made of hpvc engineering plastics

    摘要以桃夭門大橋鋼箱梁風嘴設計為例，考慮到風嘴內部銷鉸連接高強螺栓維修檢查方便以及減小製造、安裝難度，風嘴段檢修開啟門採用硬聚氯乙烯工程塑料。
  10. In allusion to section modality and transverse joint of common span bridges, we choose two kinds of calculating theories in transverse distributing calculate process : the theory of rigidity crossbeam and the theory of hinged girder and slab. making the use of the theory of optimized design, i constitute mathematics model and choose appropriate calculated method. and find the form and detail dimension of section when beams of the bridge satisfy bending moment ^ shearing force and torsional moment

    在用橫向分佈理論計算單梁扭矩過程中，針對現有常用跨徑橋梁的截面形式和橫向連接狀況，選取了兩種計算理論：剛性橫梁法和鉸接梁（板）法，利用結構優化設計原理，建立主梁承載力的數學模型，選擇合適的優化計算方法，得出在滿足彎剪扭承載力要求時主梁的細部尺寸。
  11. The relations between the mode frequency, static characteristic and the framework parameters are studied. a two dimension crossed symmetric cantilever flexure hinge is investigated using finite elements method. the simulation of the mode frequency and the study of the relation between the displacements and the stress indicate that this flexure hinge has good flexibility and linearity between the displacement and the maximum stress

    研究了二維復合式懸臂梁柔性鉸鏈模態頻率、靜態特性與鉸鏈結構參數之間的關系；建立了結構參數和力學特性西北工業大學博士論文之間的對應關系;研究了基於復合式懸臂梁柔性鉸鏈的二維十字對稱柔性鉸鏈結構，對其模態頻率以及位移應力特性進行模擬試驗;結果表明此種結構形式的運動對稱性很好;其驅動位移與結構體最大拉壓應力值之間接近線性關系，而且這種結構可以得到100林m以上的運動位移。
  12. Taking into consideration, the hardening of material nonlinear, generic nonlinear, unprotected second beams as well as pin for beams and column, this paper makes finite element analysis of thermo - mechanical couple behavior for steel structure resistance fire

    摘要對鋼結構火災下的熱機耦合響應進行了非線性有限元分析，考慮了幾何非線性和材料非線性，對次梁採用了不做防火保護以及梁和柱的節點用鉸接的方法來進行計算。
  13. The modified formulae derived from the simplified models, the one of which is the continuous beam on the elastic supports, the other is articulated beam, have been established. being analyzed, the later one is prove more reasonable

    文中以彈性支承連續梁和鉸接梁為基礎建立計算模型，並對這兩種方法進行修正，經比較后最終推導出簡化的三跨鉸接梁為計算模型。
  14. For do n ' t delive the horizontal power, connect method adopt the double hingle connect, and made both girder just to deliver the horizontal power each other, and vertical power can change position, this the problem that the top bear armor plate beam do n ' t accommodate the increasing in speed had been resolved radical

    為了不傳遞豎向力，連接方式採用雙鉸接，使兩孔梁只能相互傳遞橫向力，豎向可以變位，從而基本解決了上承式鋼板梁不適應提速問題。
  15. Moreover, six externally prestressed beams which were experimented overseas were analyzed with this method developed, by comparing the calculation result and the experiment data, it is found that the calculating method has a satisfactory precision and is worth being promoted

    利用這一概念，建立了直接通過塑性鉸區長度和曲率半徑求體外預應力筋應力和梁極限彎矩的簡化公式，用簡化公式對國外有關6片體外預應力梁進行了計算，並與試驗結果進行對比，證明本研究中的簡化公式具有較好的精度，值得推廣。
  16. The equilibrium path is traced using the arc - length scheme with the rigid - pin - joint model in which the spatial beam elements are used in single - layer parts and spatial truss elements are used in the double - layer parts. thus the stability behavior is summarized and the critical load is obtained. 2

    本文採用鋼、鉸接模型，即單層部分採用空間梁單元，雙層部分採用空間桿單元，應用弧長法跟蹤了網殼結構的平衡路徑，總結了此類網殼結構的失穩規律，並且得出了結構由單層過渡到雙層時臨界荷載的變化規律。
  17. Connection in steel structures is divided into three types by rotating rigid : rigid connection, semi - rigid connection and ideal pin connection

    高層鋼結構框架中梁與柱連接節點，按其轉動約束剛度可分為三類：剛性節點，半剛性節點和鉸接節點。
  18. The analytic model of the sgscad is based on finite element method and the experimental results that have been provided. to calculate correctly space grid structure, the sgscad utilizes the element of 3d bar or 3d beam that is distinguished by the mode of linking among the members of the structure to simulate varied types of the space grid structure

    利用有限元方法，在已有實驗結果的基礎上，根據空間網格結構的桿件之間的不同連接方式，採用空間鉸接桿系計算模型和空間梁系計算模型來計算不同形式的空間網格結構，編制了基於windows平臺的空間網格結構cad軟體sgscad 。
  19. Structural bearings - part 2 : articulation systems for bridges ; amendment 1

    建築業支架.第2部分:橋梁鉸接系統.修改件1
分享友人
分享到 Line

分享到臉書