構架結構 的英文怎麼說

中文拼音 [gòujiàjiēgòu]
構架結構 英文
frame construction
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : 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;...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • 構架 : carcass; panel work; frame; buck; blind; reinforcement; thripple; backbone; framework; truss; fra...
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  1. With the help of the electronic computers, engineers employ it to figure out nearly all kinds of engineering problems ranging from astronavigation, construction, waterpower projects, ship - building and mechanical engineering etc. owing to the strong power of finite element method, one kind of software pack which based on the method is exploited and named algor feas to resolve problems on structure analysis for trusses and shells. this paper also employ algor feas software pack to analyze and compute the cableway towers, giving the accurate result on stress and displacement both in location and whole. finally, we also bring out some advice on structure improving

    在此分析過程中:首先將物理模型簡化為力學模型,主要是將塔按空間桿單元簡化為空間桁,目的是將力學模型變換為數學模型;這一過程主要是利用autocad2000建立塔的計算模型;再者,利用algorfeas軟體包讀入autocad建立的塔計算模型生成初始數據卡利用計算機進行編程進行風載計算,再將計算論整合入algorfeas產生的初始數據卡中,生成計算數據卡;接著,利用algorfeas軟體包計算塔在不同載荷情況下的應力圖,位移圖,並且求出在不同載荷條件下的最大位移和最大應力等;然後,對塔的穩定性進行分析;最後;根據計算果提出改進建議。
  2. Global bifurcation and chaos motion of mises truss

    的全局分岔和混沌運動
  3. The frame structure, work flow and 3 - dimensional model building method of the virtual prototype design of the air compressor are presented in detail

    摘要闡述了空壓機虛擬樣機設計的框、工作流程及其三維模型建方法,進行了設計與運動學模擬方法研究。
  4. This "lattice analogy" seeks to capitalize on well-established methods for analysis of framed structures.

    搞這種「格模型」是為了可以利用成熟的分析鋼方法。
  5. The horizontal shear strength of the exterior reinforced concrete beam - column joints is analyzed by the stress of the conterminal beam and column

    摘要針對鋼筋混凝土框,根據與框外節點相連的梁、柱件的受力狀態,分析了外節點核心區所受水平剪力。
  6. The corrugated steel, frameless structure proved to be most blast-resistant of those tested.

    槽紋鋼板無經事實證明是試驗中最能抗爆震波影響的。
  7. According to the general plant of pkpm, the development of the pre - process part of cad system for tower structure has been done with object - oriented program language c + + in cfg graphic supporting system. the cad system is composed of the model - processed work of six kinds of towerbody structure, four kinds of towerboard, cupulate towerhead and extensive towerhead

    依照pkpm的總體布局要求,本工作採用設計語言c + + ,在cfg圖形平臺上進行塔計算機輔助設計前處理的開發,完成了六種塔身、四種橫隔形式、酒杯型塔頭和擴展干字型塔頭的處理工作,這些都是最常用的典型
  8. Inspection the structure and loading test of the lifeboat ( rescue boat ) davit

    救生(助)艇吊和壓重試驗。
  9. Joined - wing configuration features diamond - shapes in both the plan and front views. the front wing is aft swept with positive - dihedral angle and the rear wing is forward swept with negative dihedral angle

    翼飛機是指帶上反角的后掠前翼和帶下反角的前掠后翼聯成菱形框的飛機。
  10. Based on the past results, seismic behavior of r. c. frame structure with special - shaped column is studied, according to the members to the structure in sequence in this paper. the main contents are as follows aspects : first of all, aiming at the characteristics of special - shaped column, various control parameters including allowable value of drift angle, axial load ratio etc, are studied

    本文在前人研究成果的基礎之上,就鋼筋混凝土異形柱框的抗震性能,按照從件到的順序展開研究,主要內容如下:第一,針對異形柱的特點,對影響抗震性能的主要參數,如層間位移角、軸壓比等進行研究。
  11. Structural steel erector structured steel welder

    安裝工
  12. In this paper the energy dissipation mechanism and anti - earthquake ductility design of ferroconcrete frame structure are expounded mainly

    文章主要闡述了鋼筋混凝土框的耗能機理和抗震延性設計的方法。
  13. The papers whose research object is the 7 - floor frame - structure with isolator - seismic layer, in which the isolator - seismic layer adopt some standard interlayer rubber isolator. by establish a 3 - dimension finite - element modal and use the a nalysis soft - ansys, we can make dynamic analysis on the structure. by analyses we can get some response characteristics of the structure sparked by the normal and rarely earthquake of 8 - degree fortify intensity, by the double - horizons seismic and by the vertical seismic

    本論文設計了一7層的具有隔震層的框並以此為研究對象,其中隔震層採用標準件的夾層橡膠隔震墊,通過建立三維有限元分析模型,運用大型有限元分析軟體? ansys對進行動力響應彈塑性時程分析,得出了在8度設防烈度下的常遇水平地震和罕遇水平地震激勵下的響應特性、在雙向水平地震波激勵下的響應特性和在豎向地震波激勵下的響應特性。
  14. Interpretations : rules for construction of overhead and gantry cranes

    說明:高和龍門吊的規則
  15. The paper describes how the system works in solving the given problem by splitting the solving domain into sub - domain, switching numerical scheme timely and deciding when to appropriately interact the ghost cell values at run time

    ( 3 )系統概要設計和詳細設計。在目標系統的概要設計階段,確定系統中的agent類型,分析這些agents相互之間的交互關系,得到整個目標系統的框
  16. After summarizing the results of former researchers, some analyses are separately performed for all kinds of buckling modes of the grillage structure

    本文在總前人研究成果的基礎上,首先對板的各種失穩模式分別進行了分析。
  17. 3d - fem analysis on strength for the supporting frame of headstock gear

    啟閉機機強度三維有限元分析
  18. At first, according to the concrete requirement of the servo control system, a collective scheme, which provide guarantee to meet the requirements of the global performance, is established. in this scheme, the structure of gimbal and the torque motor driven mode are adopted, and angle measurement is accomplished by inductosyn and velocity measurement is accomplished by dynamically tuned gyro respectively

    首先,根據目標真值測量設備伺服系統的具體要求,確定了地平式常平,力矩電機驅動,分別採用動力調諧式速率陀螺儀及圓盤式感應同步器作為速率及位置反饋元件這一總體方案,為伺服系統滿足整體性能指標要求提供了保證。
  19. Typical framed structures are beams, grids, plane and space frames or trusses.

    典型構架結構為梁、格柵、平面的和空間的框或桁
  20. The automobile outline size - measuring machine is four meters in the width and height direction and the dragon gate type frame structure. the distance of movement in the perpendicular direction is 20 meters. small moving vehicles driven by step motor move along a track synchronously

    汽車輪廓尺寸測量機為一寬度、高度均為4m的龍門式構架結構,其縱向進給長度為20m ;由步進電機驅動移動龍門小車沿同步導軌運動。
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