確定計劃時單 的英文怎麼說

中文拼音 [quèdìngjìhuàshídān]
確定計劃時單 英文
firm-planned time fence
  • 確 : 形容詞1. （符合事實; 真實） true; reliable; authentic 2. （堅固; 堅定） firm
  • 定 : Ⅰ形容詞1 （平靜; 穩定） calm; stable 2 （已經確定的; 不改變的） fixed; settled; established Ⅱ動詞...
  • 計 : Ⅰ動詞1 （計算） count; compute; calculate; number 2 （設想; 打算） plan; plot Ⅱ名詞1 （測量或計算...
  • 劃 : 劃動詞1 （撥水前進） paddle; row 2 （合算） be to one s profit; pay 3 （用尖銳的東西在別的東西上...
  • 時 : shí］Ⅰ名1 （比較長的一段時間）time; times; days:當時at that time; in those days; 古時 ancient tim...
  • 確定 : 1. （明確地定下） define; fix; determine; ascertain 2. （明確而肯定） definite; certain; for sure
  • 計劃 : 1 （工作、行動以前預先擬定的內容和步驟） plan; project; programme; device; devisal; design 2 （做...
  1. Review sales order, prepare production plan to ensure product delivery on time in accordance with customer requirement

    按銷售訂單制定生產計劃，以確保產品按需求及時發貨。
  2. They couldn t hit no project that suited exactly ; so at last the duke said he reckoned he d lay off and work his brains an hour or two and see if he couldn t put up something on the arkansaw village ; and the king he allowed he would drop over to t other village without any plan, but just trust in providence to lead him the profitable way - meaning the devil, i reckon

    他們一時間搗鼓不出最合適的妙計，因此臨了公爵便說，暫時放一放，給他一兩個鐘頭，讓他再動動腦筋，看能不能針對這個阿肯色州的村落，搞點兒好主意出來。國王呢，他說他準備上另一個村子去，不過心中倒並無什麼確定的計劃，單靠上天幫忙，指引一個撈錢的路子依我看，這意思是說，靠魔鬼幫忙吧。
  3. Present methods generally based on the statistics of earthquake damage, expert experiences, theory analysis and experimental researches have obvious advantages, disadvantages and certain scopes of application ; ( 2 ) different prediction methods should be adopted against different building conditions, sites, intensity and experiences etc to predict earthquake damage of buildings for prospective accuracy, dependability and availability ; ( 3 ) earthquake damage matrix, which is the foundation of earthquake damage prediction, of 7 kinds of building in the urban areas of zhangzhou city under intensity 6 to 9 has been set up. the damage conditions of different buildings under different intensity are as followings : all kinds of structures are basically intact under intensity 6 ; the reinforced concrete structures are basically intact under intensity 7, but other kinds of structures are destroyed slightly ; the reinforced concrete structures are still basically intact while other kinds of structures are destroyed intermediately under intensity 8 ; the reinforced concrete structures are destroyed slightly, single - story factories and open houses are destroyed intermediately and other kinds of structures are destroyed seriously under intensity 9 ; ( 4 ) the results of earthquake damage predicting of buildings embody the damage when earthquake happens in the future. thus, further identifications and reinforcements should be considered to buildings that will be destroyed intermediately or more under the earthquake with 10 % exceeding probability in future 50 years ; ( 5 ) the direct economic losses caused by damage of buildings resting with the area, structural type, intensity and damage of all kinds of buildings are the main part of the losses of the city in an earthquake ; ( 6 ) the direct economic losses increased progressively toward high intensity by 2 or 3 times

    基於上述研究，得出的主要結論有：建築物震害預測是一個模糊的、系統的、復雜的問題，現有的方法很多一般都是以震害統計規律、專家經驗、理論分析和試驗研究為依據，有其自身的優缺點和一定的適用范圍；應針對不同的建築物條件、場地條件、地震強度和已有經驗等，採用不同的預測方法進行建築物震害預測，以使預測結果達到預期的精確性、可靠性和可操作性；建立了漳州市區7類建築物在6度9度地震作用下的震害矩陣，成為指導抗震防災的重要依據，各類結構的震害情況表現為： 6度地震作用下各類建築物基本完好； 7度地震作用下除鋼筋混凝土結構基本完好外其餘以建築輕微破壞為主； 8度地震作用下鋼筋混凝土結構仍以基本完好為主而其餘建築以中等破壞為主； 9度地震作用下鋼筋混凝土結構以輕微破壞為主，單層工業廠房和空曠房屋以中等破壞為主，其餘建築以嚴重破壞為主；建築物的震害預測結果體現了未來地震來臨時的震害程度，在編制漳州市區抗震防災規劃時，對于遭遇50年超越概率10的地震影響發生中等以上破壞的建築物應考慮進行抗震鑒定和加固；由建築物的破壞所造成的直接經濟損失是城市地震經濟損失的主要部分，重慶大學碩士學位論文中文摘要其主要與建築物總面積、結構類型、地震烈度和各類建築物的震害程度有關;不同烈度造成的直接經濟損失按2一3倍向高烈度方向遞增，漳州市區直接經濟損失由6度至9度的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本地震設防烈度（ 7度）時，漳州市區直接經濟損失約4 . 5億元，無家可歸人員約40000人，且以磚木結構和多層磚混結構的震害損失最大;地震造成的人員傷亡主要與建築物倒塌及嚴重破壞的程度和總面積以及震時的建築物室內人數密切相關，地震時無家可歸人員主要與住宅倒塌、嚴重破壞及中等破壞的程度和總面積以及城市人均居住面積密切相關。
  4. Firm - planned time fence

    確定計劃時單
  5. Firstly, the degree of the development of project management and risk management, the explanation of the importance of project risk management, and the expatiation of the theory and method of project schedule plan, the status of project schedule risk evaluation and the development and application of simulation technique are introduced in this paper. then the advantages and disadvantages of simulation technique and program evaluation and review technique for evaluating the schedule risk of project are apart listed in the paper, and that the theory and method of monte carlo method is discussed emphatically in the paper. finally the method for evaluating the schedule risk of project by creating monte carlo simulation model with the software excel is presented in the paper, which includes modeling, simulating, counting, testing and evaluating, and makes the complex and hard quantitative analysis work - risk evaluation easy and convenient, the result of evaluation more precise and credible

    本文首先介紹項目管理和風險管理的發展狀況，說明項目風險管理的重要性，闡述項目進度計劃的理論和方法、項目進度風險評價的現狀以及模擬技術的發展和應用，然後對比分析模擬法和計劃評審技術在評價項目進度風險時的優劣，並著重探討用蒙特卡羅法進行風險評價的理論和方法，最後提出在計算機軟體excel上建立蒙特卡羅模擬模型對項目的進度風險進行評價的思路和模型，並在excel上建立一套完整的進行項目進度風險評價的實現步驟和方法，包括建模、模擬、統計、檢驗和評價，使風險評價這一復雜困難的定量分析工作變得簡單方便，而且使其結果更加準確可靠。
  6. Make the proper molding production plan according to confirmed order schedule

    根據確定的定單時間表制定適當的模具生產計劃。
  7. ( 3 ) reinforced concrete frame columns modeled by using three - dimensional solid element to concrete and three - dimensional bar to reinforcing steel bar, and at the same time consideration the adhesive bond between reinforcing steel bar and concrete, the fem is used. by choosing reasonable element, determining mesh division and load steps, simulation of load - displacement, cracking, yielding and ultimate load, crack development history, and calculating fail crack diagram of reinforcement concrete frame columns under laterally monotonic load are conducted. the analyses are compared with the experimental results

    （ 3 ）混凝土用三維實體單元、鋼筋用空間桿單元對鋼筋混凝土框架柱進行三維建摸，而且同時考慮了鋼筋和混凝土的粘結性能，通過合理的單元選取、網格劃分及荷載步的確定，模擬了單調荷載作用下鋼筋混凝土框架柱的荷載啦移曲線、開裂荷載、屈服荷載及最大荷載、裂縫發展規律、計算破壞裂縫圖，並與相應的試驗結果進行了比較分析。
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