吊懸高度 的英文怎麼說

中文拼音 [diàoxuángāo]
吊懸高度 英文
suspension height
  • : hangsuspend
  • : Ⅰ形容詞1 (從下向上距離大; 離地面遠) tall; high 2 (在一般標準或平均程度之上; 等級在上的) above...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 高度 : altitudeheightelevation
  1. Results n 45 patients with secondary suspensory intraoular lens implantation, the iols ' position were stable and the visual acuity had been improved

    結果45例二期式人工晶狀體植入,人工晶狀體位置穩定,視力均有不同程
  2. Adopting soft cable for hanging will reduce the effort made by coasting body ' s vertical vibration on the base of the washing machine to the maximum extent and lessen the interference of vertical vibration to gyroscopic effect of the coasting body to make it in balance and improve the vibration - avoiding capacity of the whole machine

    採用軟索,可最大限地減小慣性體垂直振動對洗衣機底座的影響,減少垂直振動對慣性體陀螺效應的干擾,使慣性體盡量保持水平擺動,提整機的避振能力。
  3. The study on varied - amplitude fatigue behavior of large - span grid structure with hanging cranes is a blank field in the world. on the base of extensive investigation, from the viewpoint of loading, this paper widely discusses the development of fatigue loading spectrum in the fields of aviation, mechanism and civil engineering, listing the main technology standards of hanging crane and the engineering examples of partial grid structure with hanging crane in china, concluding the mechanic methods on tension - resistance fatigue design of bolt in china. america

    設置車網架的變幅疲勞性能研究屬于當前的一個前沿課題,本文從載荷的角,通過廣泛的調查和深入的研究,全面地論述了疲勞載荷譜在機械、航空、土木領域的進展情況,列出了國內部分已建或在建的設置車網架結構的工程實例和車主要的技術規格,詳細歸納了中國、美國、德國、日本、前蘇聯的螺栓抗拉疲勞設計理論以及美國、德國鋼結構協會關于強螺栓抗拉疲勞設計的若干規定。
  4. The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation , uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction

    但大跨橋梁混凝土索塔施工設備進場及現場管理都比較困難;塔柱多為空心變截面,且為空作業,給模板工程及預應力張拉帶來一定困難;支撐系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致橫梁裂縫;索塔施工偏位會引起的承臺和基礎的附加應力,對加勁梁的架設影響大;結構未完體系(架設時)施工階段的風致振動往往影響到施工的安全和質量;實心塔柱部分體積較大,易產生溫裂縫。
分享友人