控制增斜 的英文怎麼說

中文拼音 [kòngzhìzēngxié]
控制增斜 英文
controlled angle buildup
  • 控 : 動詞1 （告發;控告） accuse; charge 2 （控制） control; dominate 3 （使容器口兒朝下 讓裏面的液體慢...
  • 制 : Ⅰ動詞1 （製造） make; manufacture 2 （擬訂; 規定） draw up; establish 3 （用強力約束; 限定; 管束...
  • 斜 : 形容詞（跟平面或直線既不平行也不垂直的） oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • 控制 : control; dominate; regulate; govern; manage; check; cybernate; manipulate; encraty; rule; rein; c...
  1. That would be beneficial to hong kong s transport system. these applications include driver information systems to provide up - to - date traffic information and route guidance to drivers, automated tracking, dispatch and weigh - in - motion systems to improve the productivity of commercial and public transport fleets, and a combination of traffic signal control, speed control, lane control and ramp control systems to help alleviate congestion

    這些應用項目包括為駕駛者提供最新的交通資訊及路線指引的駕駛資訊系統；可增加商業及公共運輸車隊生產力的系統、功能包括自動追蹤、發送及途中磅重等；以及結合交通燈號控制、速度管制、行車線控制、斜道車流管制等系統，以紓緩擠塞。
  2. These applications include driver information systems to provide up - to - date traffic information and route guidance to drivers, automated tracking, dispatch and weigh - in - motion systems to improve the productivity of commercial and public transport fleets, and a combination of traffic signal control, speed control, lane control and ramp control systems to help alleviate congestion

    這些應用項目包括為駕駛者提供最新的交通資訊及路線指引的駕駛資訊系統可增加商業及公共運輸車隊生產力的系統功能包括自動追蹤發送及途中磅重等以及結合交通燈號控制速度管制行車線控制斜道車流管制等系統，以紓緩擠塞。
  3. 3. through experimental and theoretic analysis it proved that it has more prominent effects in improving bearing capacity, the structure integer deformation and energy dissipating with concealed bracings in the two wall slabs than only with across inclined reinforcements in the lintel beams. and the key point of the rc coupled shear wall with concealed bracings is that concealed bracings can control the failure mechanism of the shear wall rationally

    通過試驗和理論分析證明了在連梁中加配交叉斜筋對提高承載力和延性效果顯著，兩墻肢加設暗支撐后，兩墻肢抗震能力明顯加強，同時結構整體變形和耗能能力顯著增強，帶暗支撐雙肢剪力墻的關鍵在於合理地控制了剪力墻的破壞機制。
  4. Dogleg control strategy was proposed for piston electronic control unit ( ecu ) engine of a small size unmanned helicopter in overrunning stage, and then compared with traditional method of increasing rotational speed in fixed slope

    摘要針對小型無人直升機使用的活塞式電噴發動機的沖速段特性，給出了折線法的轉速指令控制策略，並與常用的固定斜率轉速指令增量的方法進行比較。
  5. The article relates that the tool ' s measurement precision has been improved by applying cycling acquisition method, self calibration function and phase - sensitive detector. the image coverage rate is improved and reached to 60 percent by increasing the number of pad ' s buttons. the tool carried out two logging functions : fast - scanner mode and dip mode

    本文敘述了採用循環採集法、自刻度功能、相敏檢波等方法提高了儀器的測量精度；通過增加極板電扣的數量將圖像覆蓋率提高到60 ；實現了快掃描、傾角兩種測井模式；將測斜短節與預處理短節合二為一，縮短了儀器長度；去除了零伺服控制系統，簡化了電路；用fpga晶元對採集控制器重新設計。
  6. Finally, it came up with a focus ? he counterplan hold by the government and the enterprise to the it ( especially computer ) : the government should seize the advantaged moment at present, make correct strategies of development, enforce macroscopic leading and controlling, consolidate government support, take a further step in settling and satisfying the strategies, ensure the important point of the development, give a government inclination, and make favorable terms in investment, credit, tax, technology importing, foreign capital utilization, etc ; the enterprise should produce a better investment environment for human resource, learn and use the rule in a flexible way, adjust the structure of property, set an innovation system of enterprise technology, enforce the development of its information management, try to strengthen the international competing power of the enterprise

    最後，重點提出了我國it產業（主要是計算機行業）在政府方面和企業方面的對策：一、政府方面要把握當前的有利時機，制定正確的發展戰略；加強宏觀調控；加大政府扶持；進一步制定和完善it產業的發展戰略；確定發展重點，給予政策傾斜；在投資、信貸、稅收、引進技術、利用外資等方面給予優惠。二、企業方面要優化人力資源投資環境；學活游戲規則；調整產業結構；創建企業技術創新體系；加強企業信息化管理建設；努力增強企業國際競爭力。同時，筆者一方面通過國內幾個大型企業的成功個案，介紹了it企業現行的幾種做法；另一方面還借鑒了國外幾個it產業發達國家的發展經驗，從總體規劃和企業內部兩個部分提出了我國it產業今後的發展戰略。
  7. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。
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