框筒結構 的英文怎麼說

中文拼音 [kuàngtǒngjiēgòu]
框筒結構 英文
framed-tube structure
  • 框 : 框名詞（框架; 框子） frame; case
  • 筒 : 名詞1 （粗大的竹管） a section of thick bamboo 2 （粗管狀物） thick tube shaped things 3 （衣服等...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. This paper introduces the construction technology of the super high - rise building with the frame - core tube structure, analyzes on the defects existing in the construction process, and advances some matters that should pay attention to during the constructing

    介紹了超高層框架?核心筒結構施工技術，分析了施工過程中存在的缺陷，提出了施工中需注意的事項。
  2. The mechanism of different strengthened story rigid cantilever styles is analyzed in this paper. several strengthened story models in common use are compared. the reasonable number and stiffness strengthened stories optimal position in high - rise frame - core tube structure are gained, and the dynamic response of structure with stiffness strengthened stories is analyzed

    本文通過分析不同形式的加強層剛臂的作用機理，並在對常用的幾種加強層模型進行分析比較的基礎上，提出了高層框架-核心筒結構剛性加強層的合理布置數量及其布置最佳層位的選擇。
  3. The principles of reasonable setting and construction measures and design outlines of frame - tube structure with rigid strengthened story are presented in the seismic region. finally, the design theories of stiffness strengthened story succeed to be applied on a project using the structural concept design in this paper

    針對其動力反應的特點，提出了抗震地區帶剛性加強層框架-核心筒合理布置原則及結構構件抗震加強措施，以及在地震區採用帶加強層的框架-核心筒結構的設計要點。
  4. Doctor candidate : yan qiwu supervisor : prof. slien pllsheng iii this thesis, a systematic theory on spatial elastic - plastic time - history analysis of reinforced concrete frame - tube structures tinder strong multiple earthquake excitations is established. covering problems about materal, rnember and structural system considering about the nonlinearity of material, geometry and boundary

    木文考慮了材料、幾何、邊界非線性，建立了從材料、構件到結構的一個較為系統的鋼筋砼框筒結構在多維地震波作用下的空間彈塑性時程分析理論。
  5. The 3d parallel super element and the methods of simplifying for calculation of the shear - wall supported by frame and core - tube are presented for practice

    結合結構的實際應用，提出了空間並聯超單元的簡化計算思路，給出了框支剪力墻及核芯筒體的簡化處理方法。
  6. Parameter analysis of super trussed tube

    大型支撐框筒結構參數分析
  7. Analysis of the overall stability of frame - tube structures under vertical seismic action

    豎向地震作用下框筒結構整體穩定分析
  8. Frame tube structure

    單框筒結構3
  9. Some suggestions about the pile raft foundation designed on the spatial truss theory are proposed, and the tentative design of an eighteen story frame - tube building and the field observation for the pile raft foundation in all the processes of construction are also presented

    摘要提出了按空間桁架理論設計樁筏基礎的建議，並對18層框筒結構進行了試設計和施工全過程的現場實測。
  10. As analysis is shown, there are great " arching effects " in the inner tube and outer tube and also between two tubes

    分析表明：外框筒、剪力墻內筒以及內外筒之間均存在明顯的「拱效應」 ，使結構中發生內力重分佈。
  11. On the one hand, coupling beams with small aspect ratio are sometimes used due to architectural requirement ; on the other hand, because shear walls in frame - shear walls and frame - tube structures bear most horizontal forces, coupling beams with small aspect ratio need be chosen to guarantee lateral stiffness required

    一方面由於建築上的需要，小跨高比連梁時有所見；另一方面，在框架-剪力墻和框架-核心筒結構中，因其中的剪力墻和核心筒承擔大部分水平荷載，故有必要選用跨高比偏小的連梁以保證所需的側向剛度。
  12. When the frame - tube structure is not so strong, the refuge story and facility story and the reasonable horizontal cantilever should be considered to form the high - rise building having rigid strengthened story. the big horizontal cantilever may be between the tube and frame

    框架-核心筒結構當抗側力剛度不能滿足設計要求時，可考慮沿豎向利用建築避難層、設備層空間，設置適宜的水平伸臂構件，構成帶剛性加強層的高層建築結構。
  13. In this article, we emphasize the optimization of the structure project carefully, and with the engineering of part d of jindu xiangshe ( chongqing ) as instance, discuss the composing constructional elements, constructional character, character of mechanics, stiffness of lateral force resistant, the property of distortion and quakeproof structure. there ' re five chapters in this article. chapter i introduces the development of tall building

    本文著意圍繞結構方案優化這一主題，結合重慶金都香榭d區高層住宅樓工程，對芯筒-框架體系及多筒-框架體系每一種結構體系的構件組成，結構特徵、力學特徵、抗側移剛度、變形性質、耐震性能逐一加以論述。
  14. Frame - bracing structure is a kind of dual - system, among which the bracing system may be shear wall, reinforced concrete core, vertical truss, etc. in current design codes for steel structures, multi - story steel frames are divided into two types, sway and non - sway frames

    支撐體系可以是剪力墻、筒體或支撐桁架體系。國家現行的鋼結構設計標準在計算框架結構的穩定性時將框架結構分為有側移和無側移兩類，分別確定其計算長度。
  15. The barrel shape structure work like an overhanging beam and when subjected to earthquake load, its dynamic stress of outer frame is greater than that of inner tube

    超高層筒體結構近似懸臂梁彎曲受力構件，在動力作用下，外框剪力墻的動應力反應要大於核心筒墻的動應力反應。
  16. The rigid ring strengthened stories may be set along the frame. so the relations between the tube and frame will be stronger. the overturn moment of the inner tube will be reduced by the axial stiff of circumjacent frame column, and the horizontal stiffness of the whole building will be enhanced

    在核心筒與外圍框架之間設置剛度較大的水平伸臂構件或必要時沿外圍框架設置剛度較大的周邊環帶加強層，可以加強內芯與周邊框架柱的聯系，充分利用周邊框架柱的軸向剛度而形成的反彎矩來減少內筒體的傾覆力矩，從而達到減少結構在水平和在以增強整個結構的抗側力剛度。
  17. It is pointed out that wind vibration comfort control on tall steel structure by using modem control technique and the lateral deflection control on the frame - core wall structure by using outriggers can be realized

    指出了現代控制技術對高層鋼結構風振舒適度控制及外伸臂對框架核心筒結構體系水平位移指標控制的實現。
  18. In china, tall building hybrid structures ( tbhs ), which are composed with steel frames and concrete core - tubes ( shear - walls ) or with composite steel frames and concrete core - tubes ( shear - walls ), have been widely applied

    高層鋼框架-混凝土核心筒（墻）或高層勁性混凝土框架-混凝土核心筒（墻）混合結構，是近年來在我國迅速發展的一種新型結構體系。
  19. Shear wall is the main part of the aseismic structures. it takes about 80 percent of seismic function in frame - shear structures and takes about 80 percent of seismic function in steel - concrete structures. it is the most widely used structure in buildings

    剪力墻是抗震結構中的關鍵部件，它在框剪結構中約承擔著結構整體80 %的水平地震作用;在鋼-混凝土組合結構中，由剪力墻組成的核心筒也承擔著結構整體約80 %的水平地震作用。
  20. Based on this theory, the thesis conducts a space dynamic analysis on a framed - tube structure that has different belted outrigger plans. the main contents of the analysis are listed out as below : ( 1 ) on the basis of the fea theory, uses the general fea software ansys to set up a structure model

    本文依據此理論，對一框架?筒體結構，按不同的加強層設置方案，進行了空間有限元動力分析，做了以下幾方面的研究： （ 1 ）採用大型通用有限元分析軟體ansys ，依據有限元理論，選取合適的單元模擬結構各構件，建立起結構有限元分析模型。
分享友人
分享到 Line

分享到臉書