支承位置 的英文怎麼說

中文拼音 [zhīchéngwèizhì]
支承位置 英文
position of bearing
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 承 : Ⅰ動詞1 （托著; 接著） bear; hold; carry 2 （承擔） undertake; contract （to do a job） 3 （客套話...
  • 位 : Ⅰ名詞1 （所在或所佔的地方） place; location 2 （職位; 地位） position; post; status 3 （特指皇帝...
  • 置 : 動詞1. （擱; 放） place; put; lay 2. （設立; 布置） set up; establish; arrange; fix up 3. （購置） buy; purchase
  1. Problems occured in the anchoring of overhung tourist hall on top of the tv tower and tower drum due to construction mistakes. it was introduced in this paper that two non - binding prestressed girder beams are respectively set in corresponding locations as the anchor beam of overhung radial support beam of tourist hall, thus the integrity of the tower drum and transmission of the load were guaranteed

    由於施工失誤，作為電視塔頂的外懸游覽廳和塔筒間的錨固發生了問題，本文介紹了採用在相應位置設置兩根無粘結預應力大樑分別作為游覽廳屋面和樓面徑向懸挑支承梁的錨固梁，確保了它和塔筒的整體性和荷載的傳遞。
  2. This paper introduces the typical problems which appear on the cable installment, anchor installment, supporting and slide device and foundation of landscape saspension bridge

    摘要介紹索橋的纜索裝置、錨固裝置、支承和滑動裝置、基礎等部位出現的典型問題。
  3. In order to ensure the positive role of intermediation, the scale of intermediation should be regulated and the dominating role of clients should be guaranteed. the judges " role should be objective, just and passive. the way of intermediation also needs to be regulated, for example, to increase the binding force of the intermediation agreement, to regulate non public intermediation and the negative results for the client refusing to accept intermediation

    為此，建議從立法上確定法院調解的適用范圍，限製法院調解的不適當擴張;弱化職權主義色彩，強化當事人對訴訟的支配權，置法官于中立、公正和消極的地位;規范訴訟調解的方式;明確規定調解不公開;加強調解協議對當事人和法官的約束力;規定當事人承擔拒不調解而造成的法律後果。
  4. In this paper, the three level fortification criterion, two stage design method and the elastic response spectrum theory are adopted, and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate. through gathering, analyzing and calculating a lot of bridge design materials, this paper induces a simple way to calculate the relative displacement of the beam and the pier, and then according to the current design method, it concludes a better design principle of the supporting length of the beams. at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges

    本論文採用三水準設防、兩階段設計方法、彈性反應譜計算理論，運用橋梁結構非線性地震響應分析程序nba （ theprogramofnonlinear ? aseismicanalysisforbeambridge ）進行計算；通過收集大量的實橋設計資料，經分析計算，歸納總結出計算上下部結構相對位移的簡便計算方法；並綜合國內外的經驗值，提出梁的支承長度se的設計原則；同時運用動力學突加荷載的原理，推導分析了預應力鋼絞線式（鋼棒連接式）落梁防止裝置設計承載力的計算方法和設計伸長量s _ f的取值；最後本文通過實橋計算，說明了落梁防止系統設計的方法。
  5. In this article ， the vibration of a three - cylinder engine equipped on cars is discussed. after the theoretical analysis and practical measurements ， we improved the balance characteristics according to rule of over - balancing. meanwhile ， the position of supporting and the rigidity of the shock absorber are adjusted. as a result ， the vibration intensity of this set is greatly reduced and has reached the anticipant level

    本文以一實際的三缸車用發動機為例，經計算分析與實測，採用過量平衡法改善其平衡特性以及對該機的支承位置和減振器剛度進行調整后，使該機組振動烈度大大降低，達到了預期效果。
  6. Abstract : in this article ， the vibration of a three - cylinder engine equipped on cars is discussed. after the theoretical analysis and practical measurements ， we improved the balance characteristics according to rule of over - balancing. meanwhile ， the position of supporting and the rigidity of the shock absorber are adjusted. as a result ， the vibration intensity of this set is greatly reduced and has reached the anticipant level

    文摘:本文以一實際的三缸車用發動機為例，經計算分析與實測，採用過量平衡法改善其平衡特性以及對該機的支承位置和減振器剛度進行調整后，使該機組振動烈度大大降低，達到了預期效果。
  7. Floors were plate with the main structure ( beam ) link, the length of anchor support should comply with the design requirements and should be less than 50 mm, will be a reliable link anchor pieces, location should meet the design requirements

    組合樓板中壓型板與主體結構（梁）的連接，其錨固支承長度應符合設計要求且應小於50 ? ，端部錨固件連接應可靠，設置位置應符合設計要求。
  8. Top - directly as a basis and foundation of the bearing surface as the top - embedded steel bearings or bearing surface, the supporting surface, the anchor bolt ( anchor ) position should be consistent with the allowable deviation of norms

    基礎頂面直接作為柱的支承面和基礎頂面預埋鋼板或支座作為柱支承面時，其支承面、地腳螺栓（錨栓）位置的允許偏差應符合規范的規定。
  9. Calculation indicates : structural parameters of the platform ( material, shape ), performance parametersof the elastic supports ( stiffness, damping ) and arrangementof the elastic supports ( position, quantity ) influence dynamic characteristic of structure. so we must choose reasonable parameters according physical circumstance

    計算表明：平臺的結構參數（材料、型式） 、彈性支承的性能參數（剛度、阻尼）以及布置方式（位置、數量）對結構的振動特性有很大的影響，必須根據具體情況合理選擇。
  10. Based on the conception that the simple beam rotates rigidly around the plastic hinge in the middle when the beam is at the ultimate state of anti - bending capacity, the formula for calculating the stress in the external tendons and the ultimate anti - bending capacity of the beam were developed

    摘要在承載能力極限狀態下，可把簡支梁的跨中區段視為1個等曲率塑性鉸（塑性區段） ，其餘梁段可視為直線並處于繞塑性鉸剛性轉動的位置。
  11. Magnetic bearings are novel supporting components, which are electrimechanical systems consisted of rotor, bearing and position controller

    磁懸浮軸承是一種新穎的支承部件，它是由轉子、軸承及位置控制器構成的機電一體化系統。
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