支架構件 的英文怎麼說

中文拼音 [zhījiàgòujiàn]
支架構件 英文
support element
  • : Ⅰ名詞1 (分支; 支派) branch; offshoot 2 (地支) the twelve earthly branches3 (姓氏) a surname...
  • : 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;...
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ量詞(用於個體事物) piece; article; item Ⅱ名詞1. (指可以一一計算的事物) 2. (文件) letter; correspondence; paper; document
  • 架構 : architecture
  1. For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1, has its performance of mechanics that is close to cantilever deep beams, it is an important kind of components in architectural structure which sustains roof trusses, brackets, tray " beams, frame " beams, wall " beams and crane " beams

    剪跨比a h _ 0 1的短鋼筋混凝土牛腿,其受力性能接近於懸臂深梁,在建築結中是承屋、屋面梁、托、托梁、框梁、墻梁和吊車梁等的重要
  2. By use of temporary bents, standard units 60ft (18. 3m) long can be placed over the median pier.

    使用臨時,可以在中墩上設長為60ft(183m)的標準
  3. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結及結模型,對中國古代木結中的典型造如:柱腳在礎石頂面平擱簡、柱榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的造機理及結功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結荷載變化的規律; (二)通過單柱承載力試驗,測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量; (三)通過柱低周反復荷載試驗,測定了柱的抗側移剛度、柱恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱及榫卯的極限承載力和極限變形、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和受壓試驗,測定了古建築木與木間摩擦系數,斗?抗側移剛度,斗?恢復力特性及滯回曲線,斗?抗壓極限承載力及受力變形規律; (五)通過抬梁式殿堂間模型振動臺試驗,測定了殿堂木自振周期,地震反應振形、阻尼特性及阻尼比;按結分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量,對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  4. 2 ) the structure elements should be laid out symmetrically and uniformly when designing steeve - arch structure, what ' s more, the reasonable selection of section geometric size near the arch foots of first beams is paid attention to and the arrangement difficulties of steel bar due to the big eccentric pressures 2, the analyses of anti - seismic features on transverse direction of the aqueduct l ) the method of adjusting the elements " mass can be harnessed in order to even the layout of seismic loads

    2 )設計吊桿式拱承結時,各部分應當均勻對稱布置。另外,還應注意頭道梁拱腳附近截面的尺寸擬定,克服地震內力造成的大偏心受壓狀態給結配筋設計增加的困難。 2 、橫槽向抗震性能分析1 )可利用調整質量的方法,使得結的某些的地震荷載分佈均勻一些。
  5. Pump touch with the liquid part is the fluorine plastics, but crust is metal stuff, so the pumpbody is enough to support the weight of pipepad and repel mechanically concussion. imd multilevel magnetic force pumps is electrical engine direct link pattern, by centernog prop up, teardown and maintenance is convenient, the structure is tightly, safety and economize energy, one man can put up check - fixing the part inside and replace it easily, consumedly convenient the usual maintain of customers work

    泵接觸液體部分是氟塑料,但外殼是金屬材料,故泵體足以承受管道的重量及抵受機械性沖擊。 imd系列磁力泵為電機直聯式,由中間撐,安裝拆卸方便,結緊湊安全節能,一人便可以輕松的進行內部檢修和零更換,大大方便了用戶日常的維護保養工作。
  6. Psl straight travel electric actuator adopts two brackets and one connecter to joint with the valve

    Psl直行程電動直行機設計採用兩個和一個連接與閥門相連。
  7. On the contents of two sides abovementined, this paper attempts to do some initial researches from three angles as follows : 1, the analyses of anti - seismic features on longitudinal direction of the aqueduct l ) the seismic longitudinal effects are small. the vibrant characters are decided from the structure integration and rigidness of piers and main arch - ring of the aqueduct, so the following measures should be taken in order to weaken and isolate seismic influence : properly broadening the section sizes and adopting the high class concrete, lowering the height and barycenter of building, setting hoop steel bars so as to increase the plasticity of the concrete which can absorb the seismic energy and prevent the damages due to stress centralization on the linkages and changing place

    本文試圖就上述的這兩大方面的內容,從以下三個角度進行了初步研究: 1 、縱槽向抗震性能分析1 )湯峪河吊桿拱承結的縱槽向地震效應較小;吊桿式拱動力特性取決于槽墩和主拱圈的剛度,以及結的整體性,故適當加大截面尺寸或提高砼標號,盡量降低結的建築高度和重心,在連接和變截面處增設梗脅,按照約束混凝土的要求來加強箍筋的配置,增加砼的延性,以克服地震時連接和變截面處的應力集中造成的坡壞,並吸收大量的地震能量,從而起到隔震,減震的效果。
  8. With the rapid development in chinese economy, the steel structure and thin - walled colded - formed steel structures have been widely used in building constructions. the colded - formed angle members are one of important member in steel structures and are widely used in transmission towers, trusses and bracing members by its easy connection and erection

    隨著我國經濟的飛速發展,鋼結冷彎薄壁型鋼結在建築中應用越來越多,冷成型角鋼是鋼結中的一類重要,它具有易安裝和連接方便的優點廣泛應用於塔結、格柱、桁撐等結
  9. Second, it do research on the theory of quality of service, such as intserv and diffserv module, qos protocols, qos array techniques and qos architecture. third, based on the current techniques as j2ee, wfe and xml, an architecture of a pbnm system using ejb and wfe is presented. forth, it is discussed for some key components in pbnm domain, such as qos information module, policy based metwork management framework and the relations among components fifth, it designed the relations and communication interface between pbnms and other oss modules, and elaborated a strategy of building a distributed object information model and discussed its specific implementation, and implement the policy hierarchy using domain

    本文的主要研究工作和成果如下:分析了傳統的網路管理技術和發展歷程,對網路管理的國際標準cmip 、 tmn 、 snmp和cops等及網路管理的功能進行了討論;對服務質量( qualityofservice , qos )中的主要理論,如intserv和diffserv服務模型、 qos協議、 qos隊列技術、 qos體系結進行了探討;基於當今的流行技術j2ee 、 wfe 、 xml ,提出並設計了以ejb wfe框築的策略管理體系結;討論了基於策略的網路管理( pbnm )中的若干關鍵技術問題,如策略信息模型、策略網路的系統及組間的交互關系;設計了基於策略的網路管理系統( policybasednetworkmanagementsystem , pbnms )與運營撐系統( operationsupportsystem , oss )各模塊間的關系和通信介面,運用分佈對象技術建立網管信息模型,運用域進行策略的等級管理;討論了策略服務器( pdp )和策略實施點( pep )的工作流程,採用關系數據庫進行策略的存儲,設計並實現了策略數據庫、策略服務器( pdp ) 。
  10. The possible shear of the upper chord will change beam from flexural member to member under flexure and compression force. this is emphasised through design example. as a result , we find that composite floor system is good for reducing the height of floor system

    在組合樓蓋體系設計中,筆者指出,可能的桁弦桿剪力會使作為桁弦桿側向承的梁由彎曲變為壓彎,這是在與桁體系相適應的樓蓋體系設計中應該注意的一個環節。
  11. The architecture consists of systemic technology, special technology and supporting technology. then, some key technologies are researched, i. e., long - distant transportation & inventory cost control model, jit delivery decision - making support model, system developing architecture based on j2ee and data integration based on middleware. based on current status and demand of logistics management of a chongqing automotive parts assembly manufactory, a logistics management decision - making support system is developed, and applied in the manufactory actual logistics management, which turns out satisfactory results by effectively optimizing logistics process, enhancing logistics efficiency and decreasing logistics cost

    在上述體系結研究的基礎之上,建立了裝配型企業網路化協同物流管理決策持系統實現的技術框,該框包括總體技術、專題技術、撐技術等三個部分;對裝配型企業網路化協同物流管理決策持系統中的部分關鍵技術進行了研究,包括裝配型企業遠距離運輸計劃決策模型、客戶混線生產模式下實時配送決策流程,以及基於j2ee的系統開發和基於中間的數據集成技術等關鍵技術。
  12. Manufacturing and distributing granite surface plates, straigt edges, squares, square rulers, parallels, vee blocks, box of all specifications, measuring instruments, tri - coordinate measuring machines accessories and varies special designed components, surface plate stand and etc

    生產銷售各種規格花崗石平板/平尺/直角尺/方角尺/平行規/ v型塊/方箱/測量座/三座標測量機附及花崗石各種異型/平板
  13. Finally, the thesis primarily sets up the internal force model of the supporting structure system in the bi - arch tunnel, namely, the distribution model of the surrounding rock ' s pressure, the internal force model of the steel framework and the axial force model of the anchor bolt, and these results can have the guiding significance to the design and construction of the similar tunnel engineering

    最後,結合有限元的理論計算及現場實測數據的分析,初步建立了雙連拱隧道護結體系的內力模型,即:圍巖土壓力模型、初期護鋼拱內力(主要為軸力和彎矩)模型以及錨桿軸力模型。充分理解和闡述了的工作狀態,對今後類似隧道工程的設計和施工具有一定的指導意義。
  14. A horizontal or transverse beam, especially a structural member resting on two supports

    橫梁,頂梁水平的或橫向的梁,尤指在兩個柱上的建築
  15. In this paper, a new type of slim beams with steel sections encased in a prorietary sp slab were investigated experimentally and theoretically, including a simply - supported beam, a framed beam and a cantilever beam

    摘要對一種新型組合梁鋼混凝土組合扁梁的承載力性能進行了試驗研究,共完成3根不同形式的:簡組合扁梁、框組合扁梁和懸臂組合扁梁。
  16. Then designed and implemented the component - based telecom integration business system framework, which can support the development of telecom integration business system software

    設計並實現了基於的電信綜合營業系統框,以持電信領域綜合營業系統軟體的開發。
  17. 8 all poles, legs, or uprights of scaffolds shall be plumb and rigidly braced to prevent swaying and displacement

    所有的腳手柱、或上部都必須垂直並牢固拉撐,以防擺動和位移。
  18. Hollow structural sections ( hss ) are commonly used as bracing members insteel - framed buildings or as web members in roof trusses

    鋼管截面通常用作撐鋼框中的或屋頂桁中的腹桿桿
  19. According to the structural style and the characteristic of the continuous box - girder of xiamen dadeng bridge, the paper introduced detailedly how to construct the approach bridge contiunuously with the simply homemade moving scaffold construction thechnology under the condition of limited date and great project

    摘要結合廈門大嶝橋連續箱梁的結型式和工程特點,詳細介紹了引橋現澆箱梁在工期緊、工程量大的特殊條下,採用自製簡便式移動連續施工的工藝過程。
  20. The mast assem - bly supports the rotary drill head and its hoisting mechanism

    持轉動鉆頭及其提升機
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