移端系數 的英文怎麼說

中文拼音 [duānshǔ]
移端系數 英文
terminalization coefficient
  • : Ⅰ動詞1. (移動) move; remove; shift 2. (改變; 變動) change; alter Ⅱ名詞(姓氏) a surname
  • : Ⅰ名詞1 (東西的頭) end; extremity 2 (事情的開頭) beginning 3 (門類; 方面) item; point 4 (原...
  • : 系動詞(打結; 扣) tie; fasten; do up; button up
  • : 數副詞(屢次) frequently; repeatedly
  • 系數 : [數學] coefficient; ratio; modulus; quotient; factor
  1. The system took the wireless lan, bar - code and remotion calculating, and winsock technologies to build server and client programs to realize data transfer between three subsystems, also took these three subsystems closely combine to work availably and rapidly

    統採用了條碼技術、動計算技術和winsock技術,分別建立了服務和客戶程序,實現了各個子統之間的據傳遞,並將這三大子統緊密地結合起來進行有效而快捷的工作。
  2. The dynamic force - displacement relation curve is of crucial important to the design and operation of mechanical impact devices. using one - dimensional wave mechanics and characteristic line theory, this paper presents a testing method for determination of dynamic force - displacement relation curve from one - point strain measurement on an elastic rod endface. the principle of measurement, data processing method and experimental results for penetration into granite are discussed. 4figs., 5refs

    沖擊載荷下彈性桿的作用力-位曲線是沖擊機械繫統研究的重要內容.基於一維波動力學方程,應用特徵線方法,探討了已知一點應變求取彈性桿的作用力-位曲線的測試原理與據處理方法,以及在花崗巖上沖擊鑿巖機具的測試結果,對一點應變測試法的可行性進行了論證.圖4 ,參5
  3. This scheme integrates universual data accesss technology of microsoft, which plays a more and more important role in three - lay c / s ( client / server ) and uses the technology of ado ( active data access ), adopts the asp script language in display the results and uses stored procedure of sql server in databases design. in the system of b / s, client realizes a high efficient access to the server database through displaying diversified active controls in browser and using ado to access the data source. the disposing of data accures under the database not in the font of this system. this kind of scheme cannot only bring the system a higher real time response, but also decrease data runoff of the networks, lower the possibility that web server becomes bottleneck of the system and make the system more transplantable

    當前的web據庫訪問技術正處于發展階段,針對這種情況,本文通過分析當前各種流行的web據庫訪問方案的優缺點,結合在三層次的c / s統中扮演越來越重要的角色的中間件技術,採用了microsoft公司所提出的一致據訪問技術,利用ado控制項,結合當前的asp語言,底層據庫採用了sqlserver7 . 0的存儲過程技術,設計了一種自己的web據庫訪問方案,即在browser / server統當中,客戶通過顯示在瀏覽器中的各種activex控制項,通過了ado連接據庫,據的處理利用了存儲在據庫內部執行,實現對後據庫的高效訪問,並且這種方案在給統帶來較高的實時響應性能的同時,減少了網路據流量,降低了web服務器成為統瓶頸的可能性,也增強了統的可植性。
  4. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求,在高位轉換層結構中採用迭層空腹桁架結構.首先分析了其受力性能,得出了空腹桁架各構件合理的截面剛度以及布局形式.然後結合一實際工程,進行了兩榀迭層空腹桁架轉換結構模型( 1 : 8相似比)的豎向荷載下靜力試驗以及擬動力試驗.其中一榀為普通混凝土迭層空腹桁架,另一榀配置了預應力和鋼骨混凝土,對比分析了兩模型的層間位比、骨架曲線以及等效粘質阻力等抗震性能的比較,並進行了彈塑性動力分析.試驗和分析結果表明,配置預應力和型鋼混凝土的迭層空腹桁架轉換結構具有良好的抗震性能,可以成功地解決迭層空腹桁架作為轉換層結構所產生的弊問題,最後對這類轉換層結構提出了相應的設計建議
  5. The system use high - performance processor and mobile communication network build up a platform with real - time data process ability and it can provide far - end information query and alarm

    統利用高性能處理器和動通信網路構建具有實時據處理能力和提供遠信息查詢和告警服務的平臺。
  6. It discuss how do we implement the decision - making support system by using data warehouse in the electronic government and deeply introduces the problem and the related technology when build the decision - making support system. this paper also studies the role of data warehouse and olap in the in the decision - making system. finally it introduces that all aspects of the web service technology backgrounds and displays applications of this technology in the data - transformation and client module. then discusses the advantage and disadvantage of the web service technology in this system

    本文以中國出口綜合評價體的建立和研究為基礎,首先介紹了與此項目相關的技術背景和實施必要基礎;然後介紹了基於ctpi的外貿業務分析決策統的研製開發,給出基於據倉庫的外貿業務分析決策統的體結構,並介紹了統各部分功能;討論了在電子政務的建設中如何利用據倉庫來實施決策支持統,詳細介紹了本統在實施決策支持過程中遇到了問題及所採用的相應的技術手段,研究了據倉庫、聯機分析處理在對外貿業務分析決策統中的應用;最後介紹了webservice技術背景的各個方面,以及該技術在本統的據轉和客戶模塊中的應用,並分析了webservice技術在本統實現過程的利弊。
  7. Further investigated and analyzed composition structure and flow data that dsa ' s formation of image is systematic at first in this paper, carried on intact summing up to the data in the system, having given out the plan of design of high speed and large capacity data channel of digital formation of image system of x - ray ; deeper discussion of control way on sdram, give solution that many pieces of sdram works togetherses of realizing heavy capacity, designing of heavy capacity deposit board realize storing at a high speed to vision data by frame on the basis of this ; through further investigations of interface of pci bus, optimize back end state machine design and urge procedure making with lower, giving intact pci interface scheme that realize high speed dma data transmission and satisfy request of video transmitting ; further investigate the figure systematic design method of programmable logic devices, due to the difficult point of drifting about of enabled signal in fifo in common use and setting up and keeping of output signal, method has been proposed of improving stability of system making use of signal utilizing the phase locking ring in fpga to offer a lot of clocks to move thus realize coordinating the data between every module of system to transmit at a high speed by making use of fifo

    本文首先對字減影血管造影( dsa )成像統的組成結構和據流向進行了深入研究和分析,並對統中的據流向進行了完整的歸納和總結,給出了x線字成像統中的高速大容量據通道的設計方案;在對sdram的控制方式做了深入探討后,給出了實現大容量多條sdram共同工作的解決方案,在此基礎上設計了大容量幀存板實現對圖象據進行高速存儲;通過對pci總線介面的深入研究,優化後狀態機設計和低層驅動程序開發,給出了完整的pci介面方案實現高速dma據傳輸,完全可以滿足視頻傳輸要求;深入研究了基於大規模可編程器件的統設計方法,針對通用fifo使能信號漂、輸出據難于建立和保持等設計難點,提出了利用fpga中的鎖相環提供多個時鐘相的信號來提高統穩定性的解決方案,從而實現利用fifo來協調統各模塊之間的據高速傳輸。
  8. Mobile agent, which originates from distributed - system research area and indicates the future of internet, is the result of gradually developed distributed - system technology. nevertheless, as a new concept, the mobile agent is probed both home and abroad. hence. there ' s neither regular model nor detailed description of agent. taking it for granted, this essy aims at the availiblity of mobile agent on the base of the mobility and autonomy of it. this essy then describes the " agent - based and fully materialized virtual database in the electronical book market system ", in which the author plays an importmant role. as regard to this sysetm, a uniform mirror database ( book market ) of all sourcedatabases is established and, with the help of the mobile agent, it ensures more instant access to diversified book information the customer needed. when some data is changed in the source termiante, the mobile agent then carries modification informations and moves from the source terminate to the mirror terminate, and, by doing relevant operations, the diferrent databases in different ends then become consistent

    本文描述了筆者參與開發的一個統: 「基於動agent的全具象vdb電子書市統」 。本統以動agent為基礎,通過建立對各個據源(書店)據庫的一個總的鏡像據庫(書市)來實現客戶據查詢的即時性和快速性。每個源據庫一經修改,由動agent攜帶相關修改信息動到鏡像據庫進行相應操作,從而保證源據庫與鏡像據庫的一致。
  9. Then, according to the technique characteristic and user requirement, the functions of data service is defined, and the solution of mobile terminal ’ s data service is given. next, the data service of mobile terminals is designed and implemented

    根據目標市場和目標人群,從技術特點和用戶需求等方面進行需求分析,功能定義,並在動終軟體統的基礎上,給出了總體實現方案,設計並實現了動終據業務。
  10. Based on the analysis of bearing characteristic of the staggered truss system, a simplified calculation model of staggered truss structure under vertical loads or lateral loads is presented. after that, according to the simplified calculation model, iterate method for calculating internal forces of vierendeel staggered truss structure under vertical loads and a method for calculating member forces and lateral deflection of structure is provided. at last, a method for calculating effective - length factor of column is provided by analyzing the effect of restraint of column ends, other columns in same story and neighboring story on effective - length of columns

    通過對交錯桁架結構體受力特點的分析,確定了在豎向荷載和水平荷載作用下交錯桁架結構體的簡化計算模型;然後,根據計算模型,提出了豎向荷載作用下空腹交錯桁架結構的內力迭代計算方法以及水平荷載作用下交錯桁架結構的內力和側計算方法;最後,通過分析柱約束、同一樓層其它柱子以及相鄰樓層柱子的影響,給出了柱子計算長度的計算方法。
  11. 3. the performance of staggered joints is similar to ordinary joints ', not only about the plump of hysteresis curves, energy dissipation, but also the time, the rapidity of shear resistance decrease and the degree of joints stiffness degradation. only the displacement ductility coefficient in staggered joints is little smaller than in ordinary joints

    錯層節點的抗震性能比普通節點的抗震性能基本差不多,不管是從梁滯回曲線的飽滿程度、耗能,還是從節點承載力降低的早晚、快慢、節點剛度退化的程度上來說,都是這樣,唯有錯層節點的位延性,要比普通節點的稍差一些。
  12. The contents include as follows : the influencing factors of the displacement ductility factor of the unbonded partially prestressed concrete frame structures, such as stirrup reinforcement characteristic value, nominal shear span ratio, axial compression ratio, the appearing order of plastic hinges and partial prestressing ralio ( ppr ) are discussed. the formula of displacement ductility factor of the unbonded partially prestressed concrete frame structures is suggested by regression analysis. with regard to the aseismic design and the request of ductility and energy dissipation, the restriction of the flat - beam / column sectional size and aseismic reinforced design are discussed

    本文主要包括以下內容:討論了配箍特徵值、名義剪跨比、軸壓比、塑性鉸出現順序、預應力度等因素對無粘結部分預應力混凝土框架位延性的影響,回歸了考慮影響因素的位延性計算公式;對無粘結部分預應力混凝土扁梁框架結構,闡述了抗震設計對扁梁、柱截面尺寸的要求與限制;對滿足延性和耗能要求的無粘結部分預應力混凝土扁梁控制截面抗震配筋進行了探討;通過對無粘結部分預應力混凝土扁梁梁的受力分析,改進了以往扁梁梁扭矩設計值計算公式。
  13. In this paper, the gprs ( general packet radio service ) and the embedded linux system are discussed in detail. and according to their superiority. aiming at the disadvantages of exiting monitor systems of car and monitor of mobile object remands wide dynamic area. many paroxysmal events and high real - time. and so on. a new settle scheme is put fonvord to - based on the combination of both gprs and embedded linux system. it resolves effectctively the buse of exiting monitor systems of car. such as slow data transmitting. data losing, low reliability. and so on. the means of data transmitting is gprs network of china mobile. the charge based on the flux of data. the scheme is cheaper and more reasonable

    本文對gprs (通用分組無線業務)技術和嵌入式linux統的特點進行了詳細的探討,並根據它們的優點,針對現有的車載監控統的缺陷以及動目標監控動態范圍廣、突發性事件多、實時性要求高等特點,本文採用了一種基於gprs技術和嵌入式linux統平臺相結合的解決方案,有效的改善了現有的車載監控統的弊,如據傳輸速度慢、據丟包、可靠性差等
  14. The network ( air ) interface between a mobile end system ( m - es ) and the cellular digital packet data ( cdpd ) - based wireless packet data service provider network

    動終統( m - es )和基於蜂窩字分組據( cdpd )之間的網路(空中)介面,基於無線分組據業務提供商網路。
  15. Meanwhile, the influence of overlapping area on the beam foundation is modified by means of load amendment, and the influence of overlapping area on the pile - beam foundation is modified by means of stiffness amendment. by applying the model of stress - spread in shear - displacement method to describe the stress spread between piles and the geddes hypothesis to determine the stress distribution of pile, a displacement coefficient is deduced to calculate the flexibility matrix and the coefficient for load distribution of pile. considering the stiffness of foundation beam, the equation of the interaction of pile - beam - soil is established and an analysis program is developed related to the interaction

    本文通過採用剪切位法中的應力擴散模型考慮樁與樁之間的應力傳遞作用;採用geddes假定確定樁身和樁的應力分佈,推導位,並以此為基礎求得柔度矩陣;樁身和樁的應力分佈大小由樁的荷載分配控制,通過迭代法可以求出樁的荷載分配;在考慮基礎梁對樁?梁?地基土共同作用的剛度貢獻基礎上,提出了樁?梁?地基土共同作用方程,並通過本文作者開發的相應計算程序,經實例計算驗證了本文方法的正確性。
  16. Combining characteristics of mobile database technologies with traditional duplication methods of distributed databases, b - adr solution realizes the bi - asynchronism data replication between mobile clients and servers with sql server transaction - logs - tables and data broadcasting technologies. there are two links in this solution. as for the up link, it replicates from mobile clients to servers by sql server transaction - logs - tables

    B - adr將傳統分散式統的據復制方法與據庫統的特點相結合,利用基於分散式關據庫的事務日誌表和據廣播技術,來實現動客戶和服務器后臺據庫統間的雙向異步復制。
  17. Tests consist of three parts : material property test of panel, slippage coefficient test of bolt connection and cyclic load test of end - plate connections

    試驗共分3部分:鋼板單向拉伸試驗;連接抗滑試驗和板連接循環加載試驗。
  18. The workplace client technology, micro edition, part of the ibm websphere family, provides an integrated platform for extending enterprise applications to server - managed client devices such as laptop computers, mobile systems, personal digital assistants pdas, and other mobile devices

    Workplace client technology micro edition是ibm websphere家族的一部分,它提供了一個集成的平臺,用於將企業應用程序擴展到服務器託管的客戶設備(如便攜式計算機、統、個人字助理( pda )及其他動設備)上。
  19. Then, on the basis of study above, we show detailed the implement of mac protocol both in mdbs and m - es in tms320c54x, which include the model and method of implement. communication test result is attached too

    然後,以上述研究為基礎,完成了動終統和據基站的mac層協議在tms320c54x上的程序設計,並進行了通信試驗。
  20. Based on the assumption that the form of skin friction is not significant, the paper calculate the coefficients through the corresponding equation between shearing stress and displacement, it is appropriate under many conditions. the model of pile foundation is developed based on the above theory and method. the pile is simplified as a nonlinear elastic spring

    本文認為樁側阻力分佈形式對下臥層附加應力的影響不大,從樁的剪應力和樁體位間的對應關方程上求解了樁荷載分配,相對比較合理,在大多情況下是可以為工程所接受的。
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