提前凝集 的英文怎麼說

中文拼音 [dīqiánníngjí]
提前凝集 英文
premature condensation
  • 提 : 提動詞（垂手拿著） carry （in one's hand with the arm down）
  • 前 : Ⅰ名詞1 （在正面的） front 2 （次序在先的） first; top 3 （過去的; 較早的） ago; before; preceding...
  • 凝 : 動詞1. （凝結） congeal; curdle; coagulate 2. （注意力集中） fix
  • 集 : gatherassemblecollect
  • 提前 : 1 （往前移） shift to an earlier date; move up （a date）; bring forward; advance 2 （事先） in a...
  1. Scientific research and design institute of cscec in guizhou cooperate with prof. peng xiaoqin, and research the bond technology of the new and old concrete. which are researched to four points as follows : 1. several major methods evaluating the degree of roughness were analyzed, and their advantages and disadvantages were analyzed

    貴州中建建築科研設計院與重慶大學材料學院彭小芹教授合作，主要對新舊混凝土粘結技術進行了研究，主要集中在以下幾個方面: 1 .分析目前常用的幾種評價粗糙度的方法，並對每種方法的優缺點進行評述;提出一種簡便易行的測量粗糙度的方法，克服目前常用方法的缺點，並通過多組數據和灌砂法進行相關性分析，得出兩者之間的關系。
  2. Especially indicate how to calculate the modulus of partially cfst arch bridge axis with different section and not even constant loads mass degree

    特別指出了部分灌注鋼管混凝土拱橋截面不統一且恆載集度有變化的前提下，如何考慮其拱軸系數的計算。
  3. The construction of the bridge began in oct 1999, and the closing up of the steel tube was in dec 2000. during that period, i learned and analyzed the current construction methods fairly comprehensively, and collected the construction technique data of the cfst arch bridges having been built. based on this, aided by the simulation of construction procedure using finite element program, i proposed the operation program to make the steel tube segment be located at one time, and the scheme of dividing rooms to segment pouring

    大橋於99年10月開工， 2000年12月主橋鋼管合龍，在此期間，本人就目前鋼管混凝土拱橋的施工方法進行了較全面的了解和分析，搜集了此類已建橋梁的施工技術資料，在此基礎上，又藉助有限元程序對施工過程模擬計算的支持，提出了在梅溪河大橋懸臂安裝過程中，鋼管節段一次就位的操作程序和鋼管混凝土分倉灌築的方案，並為施工單位采納應用。
  4. In view of the general prevalence of the obscure financial orientation, backward management mode and ambiguous property right and disorderly capital management of the conglomerates, this article, for the purpose of effectively ironing out the series of existing problems, puts forward the augment that corporate groups ’ financial management mode must be persistently based on capital operation as its core, thus demonstrating the principle of the organic combination of the centralized power and decentralized power, establishing a financial management mode characterized by the integration of centralized power and decentralized power, which will be conducive to bringing into full play the financial control function of the parent company and the subsidiaries, stimulating the initiative and creativity of the subsidiaries and effectively controlling the risks of the operators and the subsidiaries

    以建築施工、房地產開發為主營業務的大型集團型國有企業為例，他們在財務管理方面普遍存在著分權過度的問題，對子公司的財務行為難以統一協調，無法合理配置有效資源，致使企業集團的凝聚力、控制力難以實現。因此，構建有效的財務管理體制，強化企業集團的財務管理職能，灌輸財務管理的戰略思想已迫在眉梢。因此，本人希望充分利用本人在吉林大學的三年碩士班學習掌握的財務管理知識，結合導師指導和自身工作體會來了解分析當前企業集團存在制約企業集團良性發展的普遍問題入手，基於集團的組織模式、制度建設，預算管理等方面進行深刻剖析，結合現實案例系統並有針對性的提出了一套具體的集團企業財務管理戰略模式，以期能對企業集團的生存與發展具有較好的現實意義。
  5. Firstly, based on the basin prototype, the triassic and jurassic mudstone and coal, the main source rocks of the basin, did not develop better in baicheng sag than in the northern thrust belt including keyi structural belt ; secondly, because of the thrusting happened in late cenozoic, the triassic and jurassic source rocks reach to a high to over high maturity and thus generate gas or condensate oil mainly. thirdly, the thrust faults compelled the natural gas to migrate from the north to the south or from the deep to the shallow. as a result, the keyi structural belt and the eastern qiulitage structural belt enriched in natural gas because they were not only located on the migration routines of the natural gas, but also developed simultaneously when the gas migration happened

    從盆地構造史研究的角度認為庫車盆地的天然氣主要來源於北部山前沖斷帶： 1受原型盆地構造格局的制約，三疊系侏羅系烴源巖發育的最有利位置不是在拜城凹陷，而是在克依構造帶及其以北的北部山前沖斷帶2晚第三紀以來的逆沖推覆作用使得烴源巖提早進入高過成熟階段，並以產氣和凝析油為主3逆沖推覆作用所產生的北傾逆斷層控制天然氣自下而上自北而南運移，位於運移路線上的克依構造帶和秋里塔格構造帶的東段與烴源巖的排氣期匹配較好，從而使這些地區最富集天然氣。
  6. By investigating the staff ' s requirements and taking into consideration the enterprises " requests, here has worked out four measures to resolve the motivation problem facing grandease group : ( 1 ) set up a reward system based on one ' s achievements ; ( 2 ) offer staffs enough rights to take part in the management of the business ; ( 3 ) construct a healthy organization culture and strengthen the cohesion of the enterprise ; ( 4 ) pay more attention to the staff - training and the self - realizing requirements of the staffs

    最後，在前幾章分析和論述的基礎上，綜合運用了激勵理論，指出了改進員工激勵機制的基本原則：制度化與人性化相結合；滿足需要與引導需要相結合；相對穩定與適度競爭相結合及體現激勵的公平性。針對員工的真實需要及企業的實際情況，提出解決廣意集團員工激勵問題的四項措施：建立基於績效的薪酬機制；充分授權，讓員工參與管理；建構健康的企業文化，增強企業的凝聚力；加強培訓，重視員工的自我實現需要。
  7. In order to research mechanical capability of the reinforced concrete beam with bonding steel plate, adopting separate method to establish finite element model of the reinforced concrete beam with bonding steel plate, using fem to study dynamical characteristics of the model, have got good results which can not be easily got using traditional resolution method, which can give reference to study dynamical characteristics of the reinforced concrete beam with bonding steel plate

    摘要為了研究粘鋼加固后鋼筋混凝土梁的各種力學性能，採用分離式方法建立了粘鋼加固后鋼筋混凝土梁的有限元模型，並用有限元方法對此模型先後進行了模態分析和簡諧集中載荷作用下的動力響應分析，得出了加固后鋼筋混凝土梁的前5階振動模態和簡諧集中動荷載作用下粘鋼加固鋼筋混凝土梁底部開裂的極限動載荷幅值頻率曲線，可為研究粘鋼加固鋼筋混凝土梁的各種動力特性提供參考。
  8. 2. based on the test results published over the word of steel fiber reinforced concrete beams without web reinforcements and with stirrups, the effects of steel fiber to shear resistance and the relationship of steel fiber to stirrups are analyzed, the improvements of steel fiber to failure states of reinforced concrete beams without web reinforcements are discussed. it is proposed that the formula of shear resistance of steel fiber reinforced concrete beams based on the model of the current design and construction spectification of steel fiber reinforced concrete structures ( cecs38 : 92 ), used of the uniaxial tensile strength of steel fiber reinforced concrete, and combined with different formulas specified in current design codes of concrete structures issued by different trades

    根據收集到的國內外對鋼筋鋼纖維混凝土無腹筋梁和鋼筋鋼纖維混凝土有腹筋梁的斜截面受力性能試驗研究成果，對鋼纖維在增強鋼筋混凝土無腹筋梁和有腹筋梁斜截面承載力方面的作用及其在箍筋抗剪承載力的關系進行了總結分析，對鋼纖維改善鋼筋混凝土梁破壞形態方面的作用進行了分析討論，提出了採用鋼纖維混凝土軸心抗拉強度指標，基於現行cecs38 ： 92 《鋼纖維混凝土結構設計與施工規程》計算模式、能夠與目前國內各行業現行混凝土結構設計規范中不同的鋼筋混凝土梁受剪承載力設計方法配套使用的鋼筋鋼纖維混凝土梁受剪承載力設計方法。
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