足尺 的英文怎麼說

中文拼音 [zúchǐ]
足尺 英文
full scale
  • 足 : Ⅰ名詞1 （腳; 腿） foot; leg 2 （姓氏） a surname Ⅱ形容詞（充足; 足夠） sufficient; ample; enough;...
  • 尺 : 尺名詞[音樂] （中國民族音樂音階上的一級 樂譜上用做記音符號 參看「工尺」） a note of the scale in ...
  1. The results of full scale tests in this dissertation can reinforce international database of test and numerical analysis results for unstiffened tubular joints

    本文的試驗研究為國際節點數據庫增添了足尺節點試驗數據資料，並新增了kkt型節點的試驗數據。
  2. Full scale tests on six chs joints, including 2 k - joints, 3 kk - joints and 1 kkt - joints, used in roof structures of the palaestra in chang sha is carried out in this dissertation

    本文對長沙賀龍體育場鋼屋蓋結構中的6個圓鋼管相貫節點，其中包括2個k型節點、 3個kk型節點和1個kkt型節點，進行了靜力單調加載的足尺試驗。
  3. Through the dry and wet cycling experiment on unmarred beam and pre - cracked beam, the position of initial corrosion and influence of crack on the reinforcing bar corrosion are studied in this paper both the flexural bearing capacity performance and the material mechanical performance of the beams are studied on the test of full scale concrete beam a model of 3d fem is established to simulate the state of the actual full - sized rc beam and electronic accelerating test beams, computational results and test results are compared

    通過對混凝土梁的干濕循環試驗，研究了在混凝土梁中的鋼筋初始銹蝕情況，以及不同寬度的裂縫對于鋼筋初始銹蝕的影響。通過對足尺銹蝕混凝土梁的試驗，研究了混凝土梁在海洋環境侵蝕作用下的材料性能的變化和抗彎承載能力的變化。
  4. This paper is focused on a series of experiments including two kinds of large - scale composite walls with different joint fashion under low cyclic loadings. the experiments are carried out in order to know the seismic of composite walls out - of - plane and research the impact of deformation out - of - plane on carrying ability in - plane, experimental design reference is expected to achieve and tech support provide

    為了彌補這方面的研究不足，本文對兩種連接方式足尺復合墻片進行了低周反復荷載作用下的恢復力試驗，以了解配筋砌塊復合墻的平面外抗震性能，同時研究平面外變形對墻體平面內抗震性能的影響，為配筋砌塊復合墻的設計提供依據。
  5. Finite - element study on the ultimate strength of gusset plate connections to slotted tubes and full scale tests on the ultimate strength of the connections are researched in this dissertation

    本文研究的主要內容為管板節點受壓極限承載力非線性分析和足尺試驗研究兩部分。
  6. A full - scale experimental study and associated nonlinear finite element analysiswere undertaken to study the ultimate tensile strength of gusset plate connections toslotted tubes in this dissertation

    本文研究的主要內容包括管板節點受拉極限承載力非線性有限元分析和足尺試驗研究兩部分。
  7. During the on - site experiment for full - scale segmental model of the girder, stress and cracks of the side - boxes were surveyed

    進行標準梁段足尺模型試驗，觀測試驗模型橫向預應力鋼束張拉后，主梁邊箱測點的應變，以及模型表面混凝土裂縫的情況。
  8. Interaction of run - on slab and soil is simulated by “ m ” method, run - on slab is constrained by soil through the vertival and horizontal, advances computing model of new type semi - integral abutment bridge. ( 3 ) this paper takes hengyang dashuiting middle bridge for test supporting project, designs full scale model test which can reflect truly interaction of beam, run - on slab and the embankment behind the abutment of new type semi - integral abutment bridge

    通過「 」法來模擬搭板與土體之間的相互作用，用豎向彈簧和水平彈簧來實現土體對搭板的約束作用，建立了新型半整體式無縫橋梁的計算模型; （ 3 ）以衡陽大水町中橋為試驗依託工程，設計了能真實反映新型半整體式無縫橋主梁、搭板以及臺后填土相互作用的足尺模型試驗。
  9. This dissertation generalizes the test on the full - scale reinforced concrete simply - supported slabs and three - span continuous slabs under fire at the normal loading condition. the conclusion can be drawn from the test about the deformation of the both kinds of slabs and the specimen section temperature distribution. meanwhile, the failure modes, mechanism and internal force redistribution of the continuous slabs are analyzed

    本文對足尺鋼筋混凝土簡支板、三跨連續板進行了恆載下的受火試驗研究，通過試驗，給出了鋼筋混凝土簡支板和連續板在高溫下的變形、構件截面溫度分佈規律；分析了連續板的內力重分佈和破壞機構的特點。
  10. Full - scale test of battened tubular column in new beiyun international airport terminal

    新白雲國際機場航站樓鋼管綴板柱足尺試驗
  11. Based on the experiment of full - sized cshb walls under lateral and vertical loads, initial crack - resisting stiffen formula was deduced by considering the influence of concrete beams, concrete core columns, structural columns, vertical pressure and window ( or door ). the results calculated from the formula were fit well with the experimental results. by the analysis of displacement at initial crazing, probability statistical mode and its parameters of relative displacement angle were presented

    在介紹和總結本課題的室內足尺寸單片墻抗側力性能試驗的基礎上，考慮了圈樑、芯柱、構造柱和墻體正壓力、開門窗洞等因素對抗側剛度的影響，提出了綜合各種因素的初裂抗側剛度公式，與試驗結果具有很好的一致性；結合試驗的初裂位移分析，給出了層間相對位移角的概率統計模式及相應的統計參數，提出了小砌塊建築層間位移角的控制標準。
  12. Design and simulation of a new full scale mr damper

    新型足尺磁流變液阻尼器的設計及模擬分析
  13. Principles of bi - prestressed concrete bean and its full size test study

    雙預應力及其足尺梁試驗研究
  14. Test device design for full scale prestressed concrete beam on the spot

    足尺預應力混凝土梁現場試驗裝置設計
  15. The results of full scale tests in this dissertation can reinforce international database of test

    本文的試驗研究為國際節點數據庫增添了足尺節點試驗數據。
  16. ( 2 ) the experiments of 8 full size cold - formed thin - walled c steel beam - to - column connections with self - drilling screws connecting

    （ 2 ） 8個足尺自攻螺釘連接的冷彎薄壁c型鋼樑柱節點的試驗。
  17. Based on the elastic finite element analysis of the beam - wider - than - wall joint, two specimen are designed to test the joint behavior

    本文在寬梁與薄墻肢節點的彈性有限元分析基礎上，設計了近似足尺的試件進行試驗。
  18. Because the size of tubular joints used in practice engineering is always large, the full scale tests study is of significance much more

    由於實際工程中，鋼管相貫節點的尺寸一般比較大，足尺試驗研究則更具研究意義。
  19. Full scale tests on 3 tube - to - plate joints is carried out in this dissertation. then the tests result is compared with results of finite - element analysis the difference of them are analyzed

    本文對3個管板節點，進行了靜力單調加載的足尺試驗，得到了其破壞模式和極限承載力。
  20. Three kinds of bolted extended end - plate connections are tested. a series of parameters representing connections behavior are investigated and compared between the three types of connections. 2

    進行了三種螺栓端板連接節點的足尺試驗，分析比較了它們的承載力、塑性變形能力等； 2
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