面框 的英文怎麼說

中文拼音 [miànkuàng]
面框 英文
face-piece frame
  • 面 : Ⅰ名詞1 （頭的前部; 臉） face 2 （物體的表面） surface; top 3 （外露的一層或正面） outside; the ri...
  • 框 : 框名詞（框架; 框子） frame; case
  1. Abstract : the paper probed the analysis on the adding mode of perpendicular load in multistorey building structures, the bending moment of frame side beams and the top, the bending moment of secondary beams, the difference between the tie - beam, plane - frame analysis and the space analysis on the path of conduct force, ect. it can be used as a reference when probing these problems

    文摘:討論了在多項高層建築結構分析中垂直荷載加載模式的選擇，框架邊梁和次梁端部的彎矩計算，連梁問題和平面框架分析與空間分析在傳力路徑上的差別以及單片剪力墻平面外彎矩等問題，可供同類結構內力分析時參考
  2. Elm wood table with high waist, kidnapper apron and horse - hoof legs. it is unique in design, 19th century style

    桌面框嵌獨板，高束腰，下贊拐子條。馬蹄足內翻，直方管腿杖。造型較為獨特。 19世紀末款式。
  3. The authors describe the modelling of a railway steel truss bridge with long - span in order to analyse the detailed distribution of stress for members and nodal plates in main truss, the detailed deformation and stress distribution due to frame effect on transversal bracing plane in truss bridge, and the detailed distribution of stress in important parts of the steel plate girder bridge with initially transversal deformation by using sseb in this article

    本文建立大跨鐵路鋼桁梁橋和鋼板梁橋全橋結構模擬分析數學模型，說明了鋼桁梁橋桿件和節點板詳細應力分佈、平面框架詳細變形與應力分佈和有變形缺陷鋼板梁橋重要部位應力的模擬分析結果等問題。
  4. Select the contents of the box above and copy it. or, have it

    選擇並復制上面框框中的內容，或將該內容
  5. Height of first anchor for ground frame m

    地面框架式第一個附著點高度m
  6. Frames can become somewhat of a burden. many search engines do not list pages with frames, they don ' t allow visitors to bookmark certain pages, and they can cause printing problems

    框架會成為一種負擔。許多搜索引擎不支持框架頁面，並且框架不允許訪問者標注某些頁面，框架還會引起某些印刷問題。
  7. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用；臺後土抗力升溫時採用靜止土壓力加彈性土抗力，降溫時採用主動土壓力；分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例，採用大型通用軟體ansys建立平面框架模型，進行彈性、大變形分析，模擬全橋受力和變形特點；同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型，通過三種橋型同步加載對比分析，研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能，總結其設計控制因素和構造要求。通過本文研究知：半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近，結構整體剛度增大，併除去了伸縮縫病害；但主梁增加了軸力，下部結構剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實踐和推廣價值的橋型。
  8. The mechanism heart series of carried side frame

    帶面框機芯系列
  9. Plastic plane frame

    塑料面框
  10. If your document is a published patent, please enter its publication number below, and then we will retrieve the document and provide you a quote

    如果你的文檔是公開的專利，請在下面框內輸入其公開號，我們將檢索該文檔以提供報價。
  11. According to calculation pattern of plane frame - bent structure, the load and earthquake action are calculated firstly, the static response and dynamic response of the reformed structures are then analyzed by means of sap84 procedure

    然後取平面框排架計算簡圖，進行荷載和地震作用計算，利用sap84程序對改造后的結構體系進行了結構的靜力和動力分析。
  12. Effective length of framed variable sectional columns

    變截面框架柱的計算長度
  13. This paper adequately presents the multi - domain modeling process and the interface framework between commercial simulation software and programs of hla application layer

    本文充分論述了基於hla的多領域建模過程，初步研究了各領域商用模擬軟體與hla應用層程序的介面框架。
  14. I also provide and describe an aspect framework that can be customized or extended for your software environment

    本文還提供並描述了一個方面框架，可以針對自己的軟體環境對它進行定製或擴展。
  15. Then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring, base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects of jointed flexibility and shear forces in the connection deformations have been considered in and fixed - end forces are modified. finally, a program for calculating system reliability of semi - ridge steel frames with monte carlo method and finite element analysis has compiled for calculating and analyzing. by calculating results of several examples for steel frame in semi - rigid joints case show the change of joint stiffness and other kinds of factors affect the system

    接著本文在介紹和分析半剛性連接彎矩和轉角關系模型的基礎上，用帶有轉動剛度的彈簧表徵半剛性連接，推導出半剛性連接的剛度矩陣，對固端力進行修正，同時考慮了剪切變形的影響，編制了半剛接鋼結構平面框架的有限元程序bhpfl ，並在其基礎上編制了基於蒙特卡洛法的montecarlo - bhpfl有限元相結合的方法，進行體系可靠度的分析。
  16. According to projection features and projection characteristics of the boss - eyed plane, we can adopt " the way of analyzing the line frames from the projection of an object surface " to analyze the combination shape and hence construct the three - dimensional drawing

    根據可視面的投影性質和投影特徵，可採用「表面框分析法」對組合體形狀進行分析，從而確定三維立體圖。
  17. The stiffness calculation of variable cross - section member in plane frame structure

    平面框架結構中變截面桿件的剛度計算
  18. In this thesis, three factors resulting in geometric nonlinearity are taken into account, then using plane frame method and based on plane bar finite element, nonlinear analysis to the construction of cable - stayed bridge is achieved

    考慮幾何非線性的三個影響因素，然後利用平面框架模型，以平面桿系有限元法為基礎對斜拉橋施工進行非線性分析。
  19. Indicated by relevant documents, up to now, the method of modal flexibility curve has not applied to crack identification of the plane frame crackle of structure. so this thesis utilize this method to discern the plane frame structure crackle firstly

    有關文獻表明，迄今為止，柔度曲率法尚未應用於平面框架結構的損傷識別。因此，本論文利用該方法對平面框架結構的裂紋識別問題進行了初步探討。
  20. Mega - frame is composed of mega - frame which is the main structure and floor - frame which is the minor. mega - frame has characteristics of great rigidity, superior property as a whole, clear - cut transmitting mechanism, flexible using space, economical building materials, low prices and high speed of construction and so on. because of its efficiency, flexibility and economization, mega - frame has become one of the most promising structure systems for tall buildings

    巨型框架結構由作為主結構的巨型框架和作為次結構的樓面框架構成，它具有側向剛度大，整體性能好，傳力明確，使用空間靈活，節約材料，降低造價，施工速度快等特點，是一種集高效性、靈活性和經濟性為一體的新型高層建築結構體系，因而成為適合建造高層與超高層建築的最有前途的結構形式之一。
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