空間框架 的英文怎麼說

中文拼音 [kōngjiānkuàngjià]
空間框架 英文
space frame
  • 空 : 空Ⅰ形容詞（不包含什麼; 裏面沒有東西或沒有內容; 不切實際的） empty; hollow; void Ⅱ名詞1 （天空） s...
  • 間 : 間Ⅰ名詞1 （中間） between; among 2 （一定的空間或時間里） with a definite time or space 3 （一間...
  • 框 : 框名詞（框架; 框子） frame; case
  • 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;...
  • 空間 : space; enclosure; room; blank; interspace
  • 框架 : [建築] frame; framing; shell frame; skeleton frame; frame mount; trellis; sash; pigsty（e）; rack...
  1. The two specimens, which are designed as : main beam - pre - stress beam ? floor ? frame columniation assemble the space specimens. in order to checkout whether the code can be applied for the special structure systems, the structure of the specimens refer to the current gb50010 - 2002 concrete structure design code and gb50011 - 2001 seismic resistant code

    本文試件的各組成構件為：非預應力邊梁預應力梁板框架柱組合空間試件，各組成構件的構造參照了現行《 gb50010 - 2002混凝土結構設計規范》及《 gb50011 - 2001抗震規范》的有關規定，以檢驗規范及設計條例能否適用於該特殊結構形式。
  2. Frame columns inset the filler - wall, avoided the influence that the comer of the room columns outstanding to indoorses view and take up the using space. at the same time, this structure has some advantages as the frame structure, such as arranging neatly, comparting easily etc., deeply welcoming by inhabitant and real estates company, is a building structure system that have the vast development foreground and satisfying the request of green building ". current, the reinforced concrete special - shaped columns structu re system lacks the actual measuring data of earthquake damage and the comprehensive aseismic performance of structure system, the structure system not yet is included in the national code, needing the thorough research

    鋼筋混凝土異型柱結構體系，採用t形、 l形、十形截面柱代替傳統的矩形截面柱，以輕質材料製作的框架填充墻代替自重較大的粘土磚填充墻；框架柱隱于墻內，避免了屋角柱楞突出對室內觀瞻及佔用空間的影響，同時，又具有框架結構布置靈活、易於分隔的優點，深受住戶及房地產開發商的歡迎，是一種滿足「綠色建築」要求並具有廣闊發展前景的建築結構體系。
  3. Now, simplified calculating methods of vertical frame and horizontal framed bent for plate structure are mostly used in this structure design. for the complex distribution of quality and rigidity of this structure, the calculating method of space turning coupled pair should be considered as a complemental checking calculation for this kind of irregular structure

    該類結構設計目前大多採用縱向框架、橫向框排架的平面結構簡化計算方法，由於該類結構質量和剛度分佈復雜，對於此類不規則結構尚應採用考慮空間扭轉耦聯的計算方法進行補充驗算。
  4. The stiff floor structure has bigger displacement and smaller internal forces. under seismic forces, frame with eiastic fioor has bigger vibration period, and takes on complicated modes of vibration. due to the big vertical rotation, structure with elastic floor shows more prominently coupling vibration of bending rotating and twisting

    如，彈性樓板的結構位移比剛性樓板結構的位移大，內力也是彈性樓板結構的大；在地震力作用下，考慮彈性樓板變形的空間框架振動周期比剛性樓板框架長，而且其振型表現得也比較復雜，由於豎向扭轉位移較大，彈性樓板結構表現出更明顯的彎扭耦聯振動。
  5. 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。
  6. Standard for urban geospatial framework data

    城市地理空間框架數據標準
  7. The conceptual framework is centered upon two themes : the evolution of human societies and their reciprocal interactions ; the spatial framework is provided by the constant use of thematic planispheres ; the temporal framework is articulated on a periodization based upon 9 eras, with an additional one dealing with future perspectives

    概念框架集中於兩個主題：人類社會的演進及其相互交往；空間框架可以持續利用與主題有關的球體投影圖來展示；時間框架由基於9個時代的歷史分期連接起來，另附一個時期論述未來前景。
  8. Experimental results are compared with results predicted by models. and the stress - strain relations of the models are compared with the simulate curve. at last, three models are chosen for dynamic response analysis of simulation structure situated at area of fortification intensity 8

    在此基礎上，將各模型計算機程序化，併入課題組編制完成的基於纖維（ fiber ）模型樑柱單元的三維空間框架非線性動力反應分析程序中，作為程序的混凝土材料庫。
  9. At a rigid joint of a space frame, three resolution and three moment equations can be written.

    在空間框架的一個剛性節點處，可以寫出三個分力方程和三個力矩方程。
  10. Finally, based on the principle of interaction between soil and structure, the program for tall frame and pile interactive analysis has been coded in c + + builder. this program aided by tat, considering the change of beam height, analyzes a tall frame on two different pile foundations

    針對分別支承在兩種不同型式的樁基上時的某高層框架結構，利用所編程序結合tat軟體對空間框架進行了內力計算，並對梁高等因素進行調整，分析其對共同作用的影響。
  11. Research on urban spatial organization framework in information era

    城市空間框架數據研究
  12. In this paper, load carrying mechanism, lateral displacement, and design and calculation procedure of lightweight frame structure of multi - ribbed wall panel are studied with chief achievements as follows : based on the test, which a ten - story building model of lightweight frame structure of multi - ribbed wall panel with ratio 1 : 3 is studied though the pseudo - dynamic test, the wall is considered as a plane compound substructure, and space frame - plane compound substructure computational finite element model is given

    本文就密肋壁板輕框結構在彈性階段的受力機理、設計計算方法及側移進行了探討。主要完成下列工作：在10層密肋壁板輕框結構1 / 3比例房屋模型擬動力試驗研究的基礎上，將墻板視為平面復合子結構，建立空間框架? ?平面復合子結構有限元分析模型，對1 / 3比例房屋試驗模型進行數值分析。
  13. In the analysis of this paper, tall frame is divided into space beam element, layered foundation is divided into finite layer, and the stiffness of a single pile is determined by q - s curve

    本文分析時將空間框架離散為空間桿件單元，將成層地基離散為有限層元，採用q - s曲線確定單樁剛度，建立了考慮空間框架與樁基共同作用的有限元和有限層模型。
  14. An innovative strengthening scheme for reinforced concrete space beam - column joints using high strength steel wire mesh and polymer mortar jacket was proposed, and the quasi - static tests of three reinforced concrete beam - column joints with floor slab and transverse beams were performed to verify the efficiency of the strengthening scheme

    摘要提出了採用新技術高強鋼絞線網片聚合物砂漿加固技術提高鋼筋混凝土空間框架節點抗震性能的方法，並通過3個帶有直交梁和樓板的空間框架節點試件的低周反復加載試驗對該加固方法進行了檢驗。
  15. This paper firstly compares the provisions about torsion effect and anti - torsion design in several codes ( the old and new chinese code for seismic, and some other countries " codes ). then, according to the code for seismic design of buildings ( gb50011 - 2001 ) and the code for concrete structure design ( gb50010 - 2002 ), the paper designs two multi - storied irregular concrete spatial frames, which respectively situated at the area of fortification intensity 8 and 9. subsequently, using the program based on the column - beam element of fiber model, input several ground motion records, which are selected according to the demand of code, to carry the structures " three - dimensional nonlinear analysis in two perpendicular directions at the same time

    本文對比了我國新、舊建築抗震設計規范（ gb50011 - 2001 、 gbj11 89 ）以及國外設計規范（或指南）中關于結構扭轉效應與抗扭設計的相關規定；按照新建築抗震設計規范和混凝土結構設計規范（ gb50010 2002 ） ，設計了設防烈度分別為8度和9度的兩個多層鋼筋混凝土不規則空間框架結構，利用纖維模型樑柱單元的三維非線性動力分析程序，根據新抗震設計規范的要求，在設防地震作用和罕遇地震作用水準下選擇適當的地震波作為輸入，對結構進行了雙向地震作用下的三維非線性動力反應分析。
  16. Steel space frame structure

    鋼空間框架結構
  17. Secondly, finite element program for plane and spatial frame structures are designed

    然後，針對平面和空間框架結構，編制了相應的程序。
  18. Welded steel space frame

    鋼焊接空間框架
  19. The frame of the whole urban space is the core of the comprehensive urban design. it can grasp the entirety urban space integrated with " dot " " line " and " side " which are the symbol. it contributes to embody the integration of city design

    城市整體空間框架是總體階段城市設計的核心內容，是通過「點」 「線」 「面」符號語言對城市總體空間的整體把握，它的存在有助於城市設計整體性的體現。
  20. The same frame is analyzed as two different spatial models ( one suppose stiff floor, the other elastic fioor ) under static and dynamic loading. from the results, the difference between the response of the frame with stiff floor and elastic floor can be found

    空間框架結構的分析，按剛性樓板和彈性樓板兩種假定進行計算，計算結果表明，考慮樓板彈性變形的空間框架在靜力和動力作用下的特性與剛性樓板的結構有一定的差異。
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