撐架工程 的英文怎麼說

中文拼音 [chēngjiàgōngchéng]
撐架工程 英文
corbeling
  • 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...
  • 架 : Ⅰ名詞1 （用來放置東西或支撐物體等的東西; 架子） frame; rack; shelf; stand 2 （毆打; 爭吵） fight;...
  • 工 : Ⅰ名詞1 （工人和工人階級） worker; workman; the working class 2 （工作; 生產勞動） work; labour 3 ...
  • 程 : 名詞1 （規章; 法式） rule; regulation 2 （進度; 程序） order; procedure 3 （路途; 一段路） journe...
  1. Finally, based on dowson ' s framework, j2ee technology and our visual pml, we design a psee which includes three parts : a software process modeling tool, a software process engineer and the workspace of the psee, and the first part has been implemented

    文章設計了一個基於dowson框架與j2ee技術、使用我們的過程建模語言的、以過程為中心的軟體過程支撐環境psee系統，該psee系統主要包括軟體過程建模工具、過程引擎和過程功能環境等三大部分，目前已實現第一部分的工作。
  2. Parametric design makes interface between visual basic 6. 0 and solidworks 2000 on the basis of program driving, and outputs three - dimensional parameterization model of work roll, backup roll, mill framework and finishing mill

    參數化設計以程序驅動為基礎，設計了visualbasic6 . 0和solidworks2000之間的介面，完成工作輥、支撐輥、機架和精軋機三維模型的輸出。
  3. Second, it do research on the theory of quality of service, such as intserv and diffserv module, qos protocols, qos array techniques and qos architecture. third, based on the current techniques as j2ee, wfe and xml, an architecture of a pbnm system using ejb and wfe is presented. forth, it is discussed for some key components in pbnm domain, such as qos information module, policy based metwork management framework and the relations among components fifth, it designed the relations and communication interface between pbnms and other oss modules, and elaborated a strategy of building a distributed object information model and discussed its specific implementation, and implement the policy hierarchy using domain

    本文的主要研究工作和成果如下：分析了傳統的網路管理技術和發展歷程，對網路管理的國際標準cmip 、 tmn 、 snmp和cops等及網路管理的功能進行了討論；對服務質量（ qualityofservice ， qos ）中的主要理論，如intserv和diffserv服務模型、 qos協議、 qos隊列技術、 qos體系結構進行了探討；基於當今的流行技術j2ee 、 wfe 、 xml ，提出並設計了以ejb wfe框架構築的策略管理體系結構；討論了基於策略的網路管理（ pbnm ）中的若干關鍵技術問題，如策略信息模型、策略網路的系統構架及組件間的交互關系；設計了基於策略的網路管理系統（ policybasednetworkmanagementsystem ， pbnms ）與運營支撐系統（ operationsupportsystem ， oss ）各模塊間的關系和通信介面，運用分佈對象技術建立網管信息模型，運用域進行策略的等級管理；討論了策略服務器（ pdp ）和策略實施點（ pep ）的工作流程，採用關系數據庫進行策略的存儲，設計並實現了策略數據庫、策略服務器（ pdp ） 。
  4. This p aper aim at the project application, study on collapse mechanism and design criteria of eccentrically braced steel frames under cyclic load

    本文以工程應用為目的，研究和探索了各種典型的偏心支撐鋼框架在循環荷載作用下的滯洄性能和破壞機理，並提出了抗震設計對策和建議。
  5. In the end, based on the experience of my software design practice in sichuan telecom operation and supporting system, some software application ( software architecture based on j2ee, iterative development and usecase - prioritizing, organizing requirement based on usecase, and round - trip engineering ) is recommended in detail with large numbers of example pictures

    最後根據本人參加的「四川省電信綜合營銷支撐系統」 （新97 ）項目開發過程中進行分析設計工作的一些實踐感悟，重點探討了上述主要面向對象技術的實踐應用，包括集成case工具的軟體開發環境、以用例為核心組織需求、迭代式開發與用例的優先級劃分、雙向工程的應用和基於j2ee的系統軟體架構等項目實踐內容。
  6. Mechanics analysis and safety control of the strutting system in the process of the construction of steel roof truss in national gymnasium project

    國家體育館鋼屋架施工過程中支撐體系的受力分析與安全監控
  7. Then calculate the member individually, including the calculation of load - behavior capacity, the calculation of high strong bolt with the method of connection with beam, the design method of stiffening rib, etc. the text educed the above - mentioned formula theoretically. 5. linking with windmill flat engineering example in the third youth flat engineering of yi zhuang development area, beijing, it and steel frame constitute the steel frame ? steel shear wall with slit system respectively are analyzed the whole structure by ansys and satwe

    既利用剛度等效的原則，把其轉換為工程計算軟體可以計算的支撐體系，然後對構件進行單獨計算，包括承載力的計算、和梁接合方法? ?高強螺栓的計算、加強肋的設計方法等內容； 5 、帶縫鋼板剪力墻與鋼框架形成鋼框架? ?帶縫鋼板剪力墻結構體系，結合北京亦莊經濟開發區青年公寓三期工程中的風車公寓工程實例，分別採用ansys和satwe進行了結構整體分析，兩者的計算結果相吻合。
  8. On the basis of experimental data, this paper presents an empirical criterion with its algorithm patterns, which may be included in the dynamic analysis of concentrically braced structures to predict the fracture of welded i - section bracing members

    本文在焊接工字形鋼支撐低周疲勞試驗研究基礎上，提出了一種可用於框架中心支撐體系非線性動力時程分析中鋼支撐疲勞損傷評估的經驗方法，並給出了相關步驟的演算法流程。
  9. Leading by the nc bend tube welding jig design flow, develop a series of tools in the cad software platform, then construct the nc bend tube welding jig cad system under the tools collection ; 2 ) use the reverse technology of nc bend tube ’ s modeling, aim to the most general nc bend tube, reevaluation the bend tube ’ s essential feature by using the vector transformation algorithm, and establish bend tube model above this foundation

    論文的主要工作包括以下幾個方面: 1 ）提出了數控導管焊接夾具cad系統框架。在數控導管焊接夾具的設計流程引導下，于cad軟體平臺上開發系列工具集，進而在工具集支撐下構建數控導管焊接夾具cad系統; 2 ）應用了數控導管逆向建模技術。
  10. 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。
  11. The work of this paper originates from the momentous project of science and technology in fujian province, “ study on supporting technology of tele - medicine information sharing platform based on pacs and broadband network ”. firstly, the system of networking is the foundation of platform construction, so the author design the hardware structure of interface server based on the physical isolation technique and the network system of platform based on the technique of vpn ( virtual private network )

    本論文結合福建省重大科技項目? ? 「基於pacs和寬帶網的遠程醫療信息共享平臺及其支撐技術的研究」的設計，完成了以下幾個方面的工作:首先，網路系統是平臺建設的基礎，作者以網路物理隔離技術為核心對介面服務器系統的硬體架構以及平臺網路建設進行深入分析，並結合實際設計了基於vpn技術的高安全性能的平臺網路系統實現方案。
  12. Abstract : the computational and compositional features are very important while constructing parallel software for the workstation clusters. however, lack of suitable supporting environment for parallel software development makes most existing distributed parallel software systems very weak in these two aspects, especially in the compositional feature. in this paper, a distributed object based framework for parallel computation is proposed. the goal of the framework is to achieve high efficiency for parallel computing, to construct a mechanism to encapsulate and reuse parallel programs, and to guarantee load balancing and fault tolerance. the framework is a four - layer model that includes an object - group layer and a mobile object layer. the experimental results verify the efficiency of the scheme

    文摘:在為工作站機群構造并行軟體的過程中，計算特徵和組成特徵非常重要.但是，由於缺乏有效的支撐環境，當今的分散式并行計算軟體系統效率低下，這在計算特徵方面尤為明顯.提出一個基於分散式對象的并行計算框架，目的在於保證高效的并行計算開發，提供封裝和復用并行程序的機制，並保證系統的動態平衡和容錯性.框架是4層模型，包括對象組層和移動對象層.實驗結果證明了方案的有效性
  13. The ngoss ( new generation operation system and software ) released by the telecom management forum ( tmf ), has become the international standard, so it is needful to do research works on it. the thesis concludes the basic principles of ngoss, analyses the itu - t tmn model, and then describes the tmf ngoss frameworks, telecom operation map ( tom ), etom, sim and the technology integration map ( tim ). then the thesis gives out a new system analysis method : system analysis map ( sam ), which can support the construction of ngoss well

    本文分析了itu - t提出的tmn模型，然後著重剖析了tmf的ngoss框架，以及電信運營圖（ tom ） 、增強的電信運營圖（ etom ） 、系統集成圖（ sim ）和技術集成圖（ tim ）等，然後，結合ngoss目標，軟體構件技術，工作流技術，以及tmf的相關規范，參考目前國內電信運營支撐系統的建設情況，提出了一套進行新一代電信運營支撐系統建設的系統分析方法:系統分析視圖sam ，詳細闡述了進行系統建設的分析方法和流程，並初步設計了技術中立的新一代電信運營支撐系統的體系結構，對于指導未來新一代電信運營支撐系統建設具有較強的實際意義。
  14. In this framework, one aspect is to identify which knowledge - based systems and other support tools could accomplish the work of knowledge management and decision - making support in bpr processes. another aspect is to provide a detailed implementation guide which teaches people how to use these kbs tools in bpr implementation processes

    在這個框架中，一方面明確了bpr項目實施中需要哪些基於知識的系統和其他支撐工具來完成bpr過程中的知識管理和決策支持；另一方面還提供了一套詳細的實施指南來指導如何使用這些kbs工具來進行bpr實施。
  15. There are two ways to develop human resources management information system, one is based on modern human resource management thinking ( ehr management system ), the other is dependent on the traditional routine handling thinking ( traditional hrmis ), many essential differences are existing between both. these differences embody not only in building all kinds of conspicuous functional modeling, such as information database of human resource, self - service platform for employees or electronic human resource working flow modeling which are helping hr to control all transaction processing jobs in human resource management affair. but also emphasize the functional transformation of hr management department from transaction processing role to strategic role, this kind of chang ensures hr department to focus on how to establish human resource developing stratagems and assort with the developing step of whole enterprise. so when we talk about the following differences below, we can be clear more about the distinctness between in the traditional hrmis and ehrmis

    Ehr管理信息系統是企業信息化建設的主要組成部分，作為現代企業進行人力資源管理戰略重要支撐工具，如何能夠提高其企業中的開發應用成功率，成為ehr管理信息系統開發商和應用企業共同關心的問題。本文在對ehr管理系統及其內涵、特徵及意義進行闡述后，從全局出發，對ehr管理信息系統的在企業的開發和實施模式進行了研究。以e公司開發和實施ehr信息系統的實例為模板，圍繞e公司人力資源管理的現狀，開發實施組織框架及對e公司ehr管理系統建設過程中經驗和教訓的總結並結合目前ehr管理系統開發業界的成功實例的總結，圍繞如何建立需求企業項目小組?開發企業項目小組?咨詢企業三者之間良好互動的信息流動渠道為主體，提出了創新組織結構模式。
  16. Suggestions for seismic design based on fem analysis are presented at last. the study that analyzing three kind of eccentrically braced steel frames is rather comprehensive and systematic, and the conclusions can be useful for revising design code, guiding design of engineering, and provide good basis for further to study seismic - resistant behavior of eccentrically braced steel frames

    本文全面、系統、深入地分析了三種典型偏心支撐鋼框架結構在循環荷載作用下的破壞西安建築科技大學博士學位論文機理，對于修訂有關規范、指導工程設計有重要的參考價值，也為進一步研究偏心支撐鋼框架結構的抗震性能打下了良好的基礎。
  17. 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。
  18. The integration four - stage method for mc information system is proposed in this paper : the first stage : inter information integration for enterprises which are the members of mc enterprise, the second stage : integration platform, the third stage : integrating the information of management and manufacturing, the fourth stage : the found of information system

    著重分析了mc信息支撐體系的四階段集成方法：成員企業內部信息集成階段、應用平臺集成階段、管理鏈和工程鏈信息集成階段、以及信息系統建模階段，提出了集成框架圖。並分別介紹了各階段集成的方法。
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