結構構件 的英文怎麼說

中文拼音 [jiēgòugòujiàn]
結構構件 英文
construction element
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 件 : Ⅰ量詞（用於個體事物） piece; article; item Ⅱ名詞1. （指可以一一計算的事物） 2. （文件） letter; correspondence; paper; document
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. In fact, stuff quality of space grid structures member, manufacturing accuracy and construction management are major factor that influence development with high quality and high - level of space grid structures, space grid structures commonly with large span, and more is public buildings, important buildings, mass man under it, dearness equipments on it, erecting at high level, hardest strengthen when happen problems

    事實上，當前網格結構構件的材料質量，加工精度以及施工管理是影響網格結構高質量高水平發展的主要因素。網格結構一般跨度較大，而且多為公共建築，重要建築，下面人員眾多，設備貴重，網架建在高空，出了問題極難加固。
  2. In addition to, the fatigue crack between web and upper flange of welded steel crane beam on heavy duty service was discussed, and based on long - term observation and research, the author classified fatigue crack into bearing type and middle type crack along the horizontal direction. the causation, distributive law and mechanism of the crack were analyzed, and the precautions to take and the measures to remedy crack were presented. the main defacts including damage, crack, erosion and aging in structures, especially in concrete structure were introduced ; the defact mechanism was analyzed and the precautions to take were also given

    另外，作者對重級工作制焊接鋼吊車梁腹板與上翼緣連接焊縫的縱向水平疲勞裂縫進行了長期的觀察和研究，根據疲勞裂縫產生的不同機理，將其分為支點裂縫和肋間裂縫，並討論了兩類裂縫產生的原因、分佈規律、機理以及防治的措施；對工程中經常遇到的結構構件，尤其混凝土構件的幾種主要病害（損傷、裂縫、腐蝕與老化）進行了機理分析並提出了防治措施。
  3. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木結構中的典型構造如：柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究： （一）通過木柱石礎靜摩擦試驗，測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律； （二）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； （三）通過柱架低周反復荷載試驗，測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數； （四）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，斗?抗側移剛度，斗?恢復力特性及滯回曲線，斗?抗壓極限承載力及受力變形規律； （五）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，地震反應振形、阻尼特性及阻尼比；按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  4. To improve the visibility of the crack patterns, the structural members were often coated with whitewash.

    人們常常把結構構件刷成白色，以提高裂紋圖形的能見度。
  5. ( 4 ) while the using of the aqueduct bridge had needs to be adjusted, seismic reinforced measure should deal with servicing and alteration. ( 5 ) in the method of reinforcing, it should be mentioned that the reinforce part must combine with the former structure element to guarantee the associated force of the reinforce part when considering earthquake shock

    （ 4 ）當渡槽的使用在近期需要調整時，抗震加固宜結合維修改造一併處理； （ 5 ）加固方法應注意加固部分與原結構構件的牢固結合，保證在地震發生時加固部位的聯合受力。
  6. The principles of reasonable setting and construction measures and design outlines of frame - tube structure with rigid strengthened story are presented in the seismic region. finally, the design theories of stiffness strengthened story succeed to be applied on a project using the structural concept design in this paper

    針對其動力反應的特點，提出了抗震地區帶剛性加強層框架-核心筒合理布置原則及結構構件抗震加強措施，以及在地震區採用帶加強層的框架-核心筒結構的設計要點。
  7. Used to component joint water - proof, building distortion seam, construction seam and metal, concrete etc seam water - proof, for example, tunnel, substructure etc underground seam water - proof construction

    適用於裝配式結構構件砌接縫防水，建築物變形縫、施工縫用和金屬、混凝土等各類預製件的接縫防水，例如：隧道、人防、基礎工程等地下工程的接縫防水。
  8. For structural member, the following assumption may be taken : failure perfect correlation assumption of structural member : when structural member failure, the function restriction that correspondence to the most serious failure mode will failure first ; or when structural member failure, the serious failure mode will be true first

    對于結構構件，可以近似採用失效模式全相關假設：構件失效模式全相夫假設：構件夫效時，構件最嚴重失效模式所對應的功能函數或約束首冗破壞；或構件火效時，最嚴重大效模式首先為真。
  9. So, for pre - stressed concrete bridge structure member, it may be assume safely that the initial corrosion time be regarded as the limit state of corrosion damage of structure or members

    岡此，對下預應力混凝十橋梁結構構件而言，可以偏安全地近似將結構的初始腐蝕時間作為結構或構件的腐蝕破川川茁界狀態。
  10. Concrete structural member in the work ( excluding lintel for window & door ) shall be cast on site with strength of c40

    2本工程鋼筋混凝土結構構件（除門窗過梁外）均為現場澆搗，混凝土強度等級均為c40 。
  11. Metal construction. preparation of parts in the factory

    金屬結構.構件在工廠中的制備
  12. Standard test method for air erosion of sprayed fire - resistive materials applied to structural members

    結構構件上噴塗防火材料的空氣腐蝕的試驗方法
  13. Standard test method for corrosion of steel by sprayed fire - resistive material applied to structural members

    結構構件上噴塗防火材料對鋼腐蝕性的試驗方法
  14. Standard test method for compressive strength of sprayed fire - resistive material applied to structural members

    結構構件上噴塗防火材料抗壓強度的試驗方法
  15. Standard test method for effect of deflection on sprayed fire - resistive material applied to structural members

    撓曲對結構構件上噴塗的防火材料影響的試驗方法
  16. Standard test method for cohesion adhesion of sprayed fire - resistive materials applied to structural members

    結構構件上噴塗的防火材料的粘附性粘結性的標準試驗方法
  17. Standard test method for effect of impact on bonding of sprayed fire - resistive material applied to structural members

    沖擊結構構件上噴塗防火材料粘著力影響的試驗方法
  18. So estimation of stress and strain of the old structure is necessary and to estimate accurately the stress and strain of the old structure should be researched furtherly

    由於混凝土應力應變關系的非線性性質及其材性指標的離散性，如何比較準確地估算結構構件的原有應力應變水平是一個尚待進一步研究的問題。
  19. For more years, the welded members of steel structure are more popular than the rolled ones in china, but as is well known, the mechanical performance of welded members are effected by many factors : such as the material property of plates, the heat effect during welding process, the residual stress, the weld techniques and so on

    一直以來我國使用的鋼結構構件以焊接為主，軋制的較少。眾所周知，焊接構件的力學性能將受諸多因素的影響，如焊接板材的材性是否一樣、焊接產生的熱影響以及焊接殘余應力和焊接工藝等。
  20. Probability fatigue is a subject that studies the fatigue damage of machine accessory and structure component by the method of probability and statistics and analyzes their fatigue intensity according to the uncertainty and distribution of their fatigue damage

    概率疲勞是用概率統計方法研究機械零件和結構構件的疲勞損傷，根據其存在的不確定性因素及分佈進行疲勞強度分析的一門學科。
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