風撐系統 的英文怎麼說

中文拼音 [fēngchēngxìtǒng]
風撐系統 英文
wind bracing system
  • 風 : Ⅰ名詞1 （空氣流動） wind 2 （風氣; 風俗） practice; atmosphere; custom 3 （景象） scene; view 4 ...
  • 撐 : Ⅰ動詞1 （抵住; 托住） prop up; support 2 （用篙使船行進） push or move with a pole 3 （支持） mai...
  • 系 : 系動詞（打結; 扣） tie; fasten; do up; button up
  • 統 : Ⅰ名詞1 （事物間連續的關系） interconnected system 2 （衣服等的筒狀部分） any tube shaped part of ...
  • 系統 : 1. （按一定關系組成的同類事物） system 2. （有條理的;有系統的） systematic
  1. This paper, based on documentation and questionnaire, makes a systematic analysis of the development of our country ' s female triple jump, pole vault and hammer throw

    摘要為了使昔日輝煌的我國女子新興田賽項目重振雄風，運用文獻資料和調查訪問等方法，對我國女子三級跳遠、撐桿跳高和鏈球運動開展的現狀進行了較為系統的分析。
  2. Firstly, to state that the study of scm optimization calls, i present the main problems when our home enterprises put scm in practice and the lack of present theoretics. then i divided all of the means of scm optimization into two classes - enterprise management methods and information technology methods, and i discussed every information technology method in detail : enterprise management methods i discussed cover mapping out manipulable plans, strengthening core ability and improving scale economic benefit, controlling sc ' s risk, and making use of the third party ' s logistics. in chapter 4 i discuss information technique methods in detail, which cover optimizing r & d of erp and scp, edi techniques, internet information technology, the other logistics techniques, advance planning system, and network technology

    最後詳細論述了優化供應鏈管理的各種企業管理方式，主要包括有：制定可行的優化實施計劃、加強企業核心能力提高企業規模經濟效益、控制供應鏈風險的措施、合理利用第三方物流等幾種方式，第四章主要論述了優化供應鏈管理的信息技術手段，有: erp和scp軟體開發的優化、使用edi技術優化供應籩管理、基於internet的供應鏈管理信息技術支撐體系、其它物流技術手段、高級計劃排程系統以及網路技術方案等。
  3. In this paper the design of network security architecture for the state monitor and management information system of housing private foundation is presented, including the comprehensive consideration of physical security, network security, operation system security, application and supporting platform security, and information security, etc ; it is carried on to analyze possible security threats, vulnerabilities and their risks, and a design scheme of network security architecture, especially the network regulations which have been adopted in the system implement, is proposed

    本文對全國住房公積金監督管理信息系統網路安全體系進行設計，包括對物理安全、網路安全、操作系統安全、應用系統及應用系統支撐平臺安全、信息安全等各個層面進行綜合考慮，並對其中的用戶認證與訪問控制和網路隔離技術等關鍵技術進行了詳細分析。對網路中可能存在的安全威脅、安全脆弱點、以及由此產生的安全風險進行了分析，提出了相應的網路安全體系設計方案，尤其是明確提出了網路規則。
  4. Finally, we should speed up relative mechanism, including government monitor system, law system, human capital system etc. there are two characteristics in the thesis

    最後，要加快風險投資退出途徑的配套機制建設，主要包括政府調控系統、法律支撐系統、社會中介服務系統、人力資本系統等。
  5. 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。
  6. Based on traditional bracing system of wind tunnel testing, a system of hanging brace of large angle of attack was designed, which can reduce frame interference

    基於傳統的風洞試驗支撐系統，設計了能減小支架干擾的大攻角張線式支撐系統。
  7. Secondly it systematically analyzed external and internal e - manufacturing risks to provide a whole set of risk - controlling measures, which include it outsourcing strategy, software - renting strategy with asp, ideas that are conducted by business optimization and supported by information technology, supervision principles, strategic partners retaining, qualification certificating defined by relevant national bureaucracies, fundamental data preparing and so on

    其次，較系統地分析了企業信息化的外部風險和內部風險，提出了一套控制風險的措施，其中包括：採用it外包策略，向asp租用軟體策略，以業務優化為主導、信息技術為支撐的觀念，實行項目監理制度，聘請戰略合作夥伴，國家相關部門開展資質認證，組織基礎數據等等。
  8. While the influences of the rds are determined, and include two aspects : direct influence means gestating the high - tech, to provide the “ blood ” to the vc ; indirect influence means making the ttm more prosperity, to induce the development of the vc. 2 、 based on the system theory, the paper gives an analysis on the structure of the ste

    而應該根據科技環境自身的發展規律和風險投資的發展階段，決定科技環境的兩類支撐主體所應該充當的角色;最後，根據研究結果提出了系統培育和促進我國科技環境的完善與發展的對策建議與政策工具。
  9. Application of electrorheological fluids in semi - active wind vibration control of the feed supporting system for the large radio telescope

    電流變液在大射電望遠鏡饋源支撐系統風振半主動控制中的應用
  10. The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation ， uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction

    但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難；塔柱多為空心變截面，且為高空作業，給模板工程及預應力張拉帶來一定困難；支撐系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致橫梁裂縫；索塔施工偏位會引起的承臺和基礎的附加應力，對加勁梁的架設影響大；懸吊結構未完體系（架設時）施工階段的風致振動往往影響到施工的安全和質量；實心塔柱部分體積較大，易產生溫度裂縫。
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