鋼支撐結構 的英文怎麼說

中文拼音 [gāngzhīchēngjiēgòu]
鋼支撐結構 英文
steel support structure
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 撐 : Ⅰ動詞1 （抵住; 托住） prop up; support 2 （用篙使船行進） push or move with a pole 3 （支持） mai...
  • 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...
  • 支撐 : 1 （抵抗住壓力） prop up; sustain; support 2 （勉強維持） support; prop up3 [建築] strut; brace; ...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. The exterior and the install sizes all in the light of iso international criterion to design and make, the whole structure adopt after pull pattern of electrical engine direct link my companys patent, by centernog prop up, the structure is tightly, teardown and maintenance is convenient the bound of capability is broad the alnico of passing wrestdistance uses of advanced thulium material permanent magnet nd fe boron to make inside and outside magnet ; uses of the most streampadd nonmetallic material pad f46 inside to be made - up isolationsheath assembled and its provided with high strength dynam capability

    ，整體結構採用電機直聯的后拉式我公司專利，由中間支架支撐，結構緊湊，拆卸維護方便，性能范圍寬傳遞扭矩的磁鋼選用先進的稀土材料永磁體「釹鐵硼」製造內外磁體，使用最新型非金屬材料內襯f46製成的隔離套組合具有高強度的力學性能，徹底消除了一般磁力泵具有的磁渦流損耗，提高了整機的效率。
  2. Structural standards for steel gin poles used for installation of antenna towers and antenna supporting structures

    天線塔和天線支撐結構的安裝用鋼起重把桿的結構標準
  3. Combined with the real example of monitoring pressure on the supporting system in the long span underground space of dk7 + 692 section at jiao - xin line of chongqing light railway, it is set forth the methods about choosing the support system and its parameter, digging methods of underground space, measuring and testing methods for the stress of the support system ; the testing results and variation pattern were analyzed for the stress of the initial supporting i - steel axial stress of bolt, stress of shot - concrete, supporting pressure of temporary i - steel and stress of steel of the second lining, then, the reason for deformation of the support system induced by sharp increase of i - steel was determined

    摘要結合重慶市輕軌較新線大坪車站大跨度地下空間dk7 + 692斷面施工支護體應力監測的工程實例，闡述了該大跨度地下空間支護結構的參數選擇、地下空間的開挖方法、支護體結構的應力量測方法及測試手段；分析了支護體初期支護工字鋼拱應力、錨桿軸力、噴射混凝土內應力、臨時工字鋼支撐應力、二次襯砌鋼筋應力等測試結果和變化規律；確定了工字鋼拱應力急劇增大而可能引起支護體系失穩的原因。
  4. Bracing members in concentrically braced structures may be subjected to large cyclic deformations due to local buckling during a severe earthquake causing possible early fractures

    摘要在罕遇地震下，框架中心支撐結構中的鋼支撐常因局部屈曲位置的低周疲勞開裂而過早退出工作。
  5. On the base of researching lots of information, the author particularly analyzes and compares the technique and economic index of steel residence and traditional structural system - rc structure to reflects the steel residence ' s good overall economic benefit by concrete datum from the material cost, effective service area and the construction ' s speed etc. discuss the optimum structural system of different scale of earthquake. the theory and example illustrate that when high steel residence has great horizontal load, the frame - prop structure is optimum

    在大量資料研究的基礎上，作者進行了一個六層住宅建築實例的技術性與經濟性分析比較，該建築分別採用鋼結構和傳統結構體系? ?鋼筋混凝土框架結構，通過具體數字，從結構主材造價、有效使用面積、施工速度等幾方面反映鋼結構住宅建築的綜合經濟效益好，討論了不同地震烈度下兩種結構的優化體系，理論、結構分析算例和此實例分析都說明了有較大水平荷載時，多、高層住宅鋼結構宜採用鋼框架? ?支撐結構體系。
  6. Through the comparative text of the four reinforced concrete frames braced with the eccentric steel, which have the same shapes, materials, dimension and the different brace form, several parameters of these frame behavior, such as side stiffness, limit load and energy consume ability, were studied. the limit state of these frames were analyzed

    本文通過對四榀具有同一外形尺寸及配筋而具有不同型式的偏心角鋼支撐的鋼筋砼框架和一榀相同尺寸及配筋的鋼筋砼框架的對比性試驗，研究了上述結構的抗側剛度、極限承載力及結構的耗能等各項指標，探討了偏心角鋼支撐鋼筋砼框架結構的受力特點，並對其極限狀態進行了理論上的分析。
  7. Based on the results, the eccentrically braced frame has the advantage of higher initial stiffness, load - bearing and energy consume ability. through the limit state analysis principle, the limit load was calculated by assuming the same destroy pattern of braced frame as that in the experiment. comparing the theory limit load with the measured, a good agreement was founded. it shows that the limit state analysis is really a practicable way analysed the reinforced concrete frame braced with eccentric steel

    應用極限分析中的極值原理對偏心角鋼支撐鋼筋砼框架進行極限分析時，首先擬定與試驗結果相一致的結構倒塌破壞模式，然後根據虛功原理建立了結構在極限狀態時極限承載力的計算公式，從所求的權限荷載的理論值與實測值的比較來看，理論計算值與試驗的實測值基本吻合，這說明利用本文擬定的結構破壞模式對偏心角鋼支撐框架結構進行極限分析是一條可行的途徑。
  8. Steel support structure

    鋼支撐結構
  9. The steel support is of all - welded construction and incorporates a corrosion - resistant coating

    全焊接結構的鋼支撐架，耐腐蝕塗層。
  10. The works included 24 bored piles of 2. 5 meters in diameter and 55 meters in depth, 500 meters long underground concrete diaphragm wall of 0. 8 meters thick and 25 meters deep, 450 pre - cast concrete pile of 0. 5 meters in diameter, 12 meters deep soil excavation with multi - layer post - tensioning shoring system, reinforced concrete pile caps and basement slabs

    其工程內容包括了24支直徑2 . 5米，深達55米直入巖層的鉆孔樁，周長500米，深度25米，厚度0 . 8米的地下連續混凝土墻， 450支直徑0 . 5米預制混凝土樁， 12米深開挖，多層水平鋼支撐系統，混凝土樁承臺及地庫底板結構。
  11. The authors suggested porous plate at the pit bottom, together with slope anchorage net and steel pipe piles to strengthen the foundation

    本文提出了採用粉噴樁多孔板暗撐加固抗隆起技術，與邊坡噴錨網、鋼管樁聯合支護結構相結合。
  12. Capacity study under axial load of circular steel tube compile short column filled with steel reinforced concrete

    鋼框架結構鋼骨消能支撐的抗震性能研究
  13. This paper also finds out that the critical points in crft braced frame structure are joint and brace design, and detailed investigations on brace design are carried on

    此外，本文提出方鋼管砼框架?支撐結構設計的關鍵在於節點與支撐，並對支撐的設計做了較為深入的研究。
  14. Taking the foundation pit engineering of shiji jiayuan as an example, the reinforcement technique that using porous board is proposed, which is combined with anchor nets of slope and steel - pipe pile support structure

    結合世紀家園基坑工程，提出了採用粉噴樁多孔板暗撐加固抗隆起技術，與邊坡噴錨網、鋼管樁聯合支護結構相結合。
  15. Eccentrically braced steel frame ( ebsf ) used in high - rise buildings is a new structural system which has developed in recent years. it performs excellent energy - consuming ability when bearing unwonted earthquake

    高層建築偏心支撐鋼框架結構是近十幾年發展起來的一種新型結構體系，在大震作用下它具有極好的耗能能力。
  16. Steel structures ; structures made from hollow sections subjected to predominantly static loading

    鋼結構建築物.以承受靜負荷為主的空心型材支撐結構
  17. In this paper, two steel bracing - retrofitting methods are proposed for the rc frame structures, which are steel angels - at - four - corners method and embedded - steel framework method. two test models of one - story and two - bay reinforced concrete frame retrofitted with above two methods separately are designed and conducted low - cyclic reversed load tests, their aseismic behaviors such as strength, stiffness, ductility and energy - dissipating capability are studied

    本文提出了兩種支撐抗震加固方法，即外包鋼支撐加固法和鋼內框支撐加固法；設計了兩榀單層兩跨鋼筋混凝土框架結構試驗模型，進行了水平低周反復荷載試驗，重點探討其強度、剛度、延性和耗能能力等抗震性能。
  18. Suggestions for seismic design based on fem analysis are presented at last. the study that analyzing three kind of eccentrically braced steel frames is rather comprehensive and systematic, and the conclusions can be useful for revising design code, guiding design of engineering, and provide good basis for further to study seismic - resistant behavior of eccentrically braced steel frames

    本文全面、系統、深入地分析了三種典型偏心支撐鋼框架結構在循環荷載作用下的破壞西安建築科技大學博士學位論文機理，對于修訂有關規范、指導工程設計有重要的參考價值，也為進一步研究偏心支撐鋼框架結構的抗震性能打下了良好的基礎。
  19. The test results show that : the above two steel bracing - retrofitting methods can improve the lateral stiffness and energy - dissipating capacity of the existing frame structure effectively ; the adopted connection configuration can transfer the force of steel braces to existing frame effectively : retrofitting existing rc frame structures with steel braces while the members adjacent to the steel braces be retrofitted can meet the requirements of aseismic design code

    試驗表明，兩種支撐加固方法都能顯著提高結構的抗側剛度，有效改善結構的耗能能力；所採用的支撐連接構造可靠，能有效地傳遞支撐的內力；採用鋼支撐加固鋼筋混凝土框架結構時，可僅對與鋼支撐相關的構件進行加固，整體結構能滿足《規范》要求。
  20. Besides, this paper makes nonlinear finite element analysis on concrete - filled crft frame and crft braced frame, then design methods on crft braced frame structure are introduced, proposed values of elastic and elastic - plastic story drift in crft braced frame structure are presented

    本文還對方鋼管砼框架和方鋼管砼支撐框架進行了非線性有限元全過程分析，提出了方鋼管砼框架?支撐結構的設計方法，給出了方鋼管砼框架?支撐結構彈性及彈塑性層間位移角的建議限值。
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