meantime to failure 中文意思是什麼

meantime to failure 解釋
故障前平均時間
  • meantime : adv. 其間,在那當中,一會兒的工夫;到那個時候以前,一方面,同時。n. 中間,當中時間。 in the meantime [meanwhile] 在這期間,這時。
  • to : adv 到某種狀態;〈特指〉到停止狀態;關閉。 ★也常和動詞結合,略去其後賓語,而構成成語: The door i...
  • failure : n 1 失敗 (opp success); 不及格。2 不足,缺乏;衰退;【醫學】衰竭。3 不履行,玩忽。4 破產,倒閉...
  1. The thesis exactly aim to hold era popular, i analyses the different domestic and foreign management models of the hs, find out the experience worthy of learning in the strategic analysis of the hs i should take scientific theory and way study through development, management, disposition, motive men, controlling and so on of the hs i study the hs strategy management innovation job, in the meantime, refer to success and failure experience of home and abroad of the enterprise hs management content, confirm structure system of the hs strategy, expatiate the basic content, put forward and ensure measures and conditions of the enterprise implement hs strategy

    本文的目的在於把握時代主流,通過對比國內外企業人力資源管理的不同模式的分析,找出了企業人力資源戰略研究可資借鑒的經驗;通過企業人力資源開發、管理、配置、激勵、約束等方面應該採取科學理論與方法的研究;通過對企業人力資源戰略管理內容的創新的研究,同時參考國內外成功企業人力資源管理經驗,制訂出企業人力資源戰略框架體系,闡述主要內容,提出確保企業人力資源戰略實施的措施和條件。
  2. Since the existed research has n ' t illuminated the failure form of post - embedded reinforcing steel bar bonding anchor and its mechanism, has n ' t systematic research on factors influencing the function of post - embedded reinforcing steel bar bonding anchor, and also failed to test on the long period validity of post - embedded reinforcing steel bar bonding anchor, it is very unfavorable for the spread and application of post - embedding technique. in the meantime, the fact that the present post - embedding anchoring material is of few kinds, high prices and still - to - be - improved performance has become the bottleneck of the post - embedding technique ' s development, which has restricted its further application and development. therefore, it is of great importance to develop a new type high - performance inorganic anchoring material with reasonable price and improved performance

    由於已有研究對后植鋼筋粘結錨固的失效形式、破壞機理未作出明確回答,對后植鋼筋粘結錨固性能的影響因素未進行系統研究,對后植鋼筋粘結錨固的長期有效性未予以試驗證實,不利於植筋技術這種新型結構加固技術的推廣應用,同時現有植筋錨固材料存在品種少、價格高、性能需要進一步改進和提高等局限性,已成為植筋技術發展的瓶頸,制約了植筋技術的進一步應用和發展,因此開發價格合理、性能優良的新型高性能無機質類錨固材料就顯得尤為重要和迫切。
  3. Having entered into the 21st century, market competition is becoming more and more intense with the acceleration and deepening of world economic globalization. in the meantime, the development of economic technology has been providing more and more chances to the enterprises. therefore, how to survive and develop in the highly competitive market is an important issue for an enterprise. up until now, many people have been trying to find out the solutions from the perspective of intro - firm micromanagement and marketing. few people, however, systematically study the relationship between intro - firm institutions " and factors " building and its competition advantages in light of the enterprise ' s core competence. in fact, these institutions and factors may to some degree result in the enterprise ' s success or failure in the market competition

    面對新世紀,隨著全球經濟一體化進程的加快和深入,市場競爭越來越激烈,同時,經濟技術的發展為企業提供的市場機會也越來越多,企業如何在競爭激烈的市場競爭中求得生存和發展,一直是企業界和理論界苦苦思索的問題,經營戰略理論以企業的內部微觀管理、市場營銷和產業結構等方面都進行過較多的研究,而較少有人從企業核心競爭力的角度來系統地考察企業內部體制和要素建設與企業競爭優勢之間的關系。
  4. This paper mainly introduces technologies of bending carbon fiber reinforced plastic ( cfrp ) plates or fabrics to the web of reinforced concrete members, and also this paper discusses the design principles of carbon fiber reinforced plastic ( cfrp ) used in the reinforced concrete members, as well as considering the preload effect to the bending capacity of the reinforced concrete members. finally, a kind of new practical method is put forward, and may be a reference for practical engineering designer. in the meantime, this paper analyzes the " local failure " caused by shear and normal stress concentrations at the plate ends that can easily incorporated into design equations. furthermore, the bonding and anchoring conformation of concrete members strengthened by carbon fiber reinforced plastics also be set forth

    本文重點研究碳纖維製成織物片材粘貼到混凝土表面用於結構的補強與加固的技術特點,從理論上探討cfrp加固混凝土結構的設計原理,分析二次受力對加固結構的彎矩承載力的影響;同時對外貼碳纖維加固混凝土的抗彎和抗剪提供一種簡單、實用的設計方法,供工程設計人員參考,對碳纖維布加固混凝土梁中出現剝離破壞也進行了分析,提供了最大剝離正應力的計算公式,以及對外貼cfrp加固結構構件的粘貼構造與錨固進行了闡述。
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