拱形結構 的英文怎麼說

中文拼音 [gǒngxíngjiēgòu]
拱形結構 英文
arch construction
  • : Ⅰ動詞1 (兩手相合 臂的前部上舉) cup one hand in the other before the chest 2 (環繞) encircle; ...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • 拱形 : arcuation; arch; arched拱形板樁 arched type piling bar (鋼材); 拱形大樑 arched girder; 拱形涵(...
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  1. Arcuated built - up system bridges are one of bridge structural styles, which are used extensively at present. on one hand, because of complexity and diversity of this kind of structure, current engineering experiences have not satisfied design requirements no longer. on the other hand, towards this kind of structural system traditional methods simplify complicated structures into planar structures, these methods neglect apparently spatial action among members, especially those primary bearing load members along lateral direction of bridges

    式組合體系橋梁是目前廣泛採用的一種橋梁式,一方面由於式組合體系橋梁的復雜性和多樣性,現有的工程經驗已不能滿足設計需求;另一方面對于這種體系過去的傳統做法是將復雜簡化成平面,這種做法顯然忽略了件之間的空間作用,尤其是沿橋橫向存在主要承力件。
  2. Construction of this palatine chapel, with its octagonal basilica and cupola, began c. 790800 under the emperor charlemagne

    這座宮廷教堂整體呈長方,屋頂為,修建於約公元790年到公元800間查理曼大帝執政時期。
  3. Abstract : the mechanical analysis for arch bridge with flat hinge joints is a mechanical problem with non - linear boundary. mechanical analysis of methods at present is not clear, which can not calculate the arch bridge with changeable section and section with complicate shape. in this paper, the new method used to get the section resistance coefficient k is presented, the iterative procedure is established to calculate the internal forces of arch bridge with flat hinge joints, and the computational example is given. the method can apply to the arch bridge with any numbers of flat hinge joints and any shape section

    文摘:平鉸的受力分析屬于邊界非線性力學問題,目前的一些方法受力分析不太明確,對變截面、復雜狀截面等平鉸橋無法進行計算.針對這種情況,提出了確定平鉸截面抗力系數k的新方法,建立了計算平鉸橋內力的迭代演算法,並進行了實例計算,研究果表明,這一方法對具有任意個平鉸、任意狀截面的是適用的
  4. Compared to an ordinary rudder, the value of lift coefficient of ichthyoid rudder is about 30 % higher and the maximum rudder angle of it nearly reaches 45 degrees. ichthyoid rudder is a design under such a conception as to effectively utilize the propellers slipstream for rudder action, and featured by having a fish - shaped one - piece construction that is to say - no part of ichthyoid rudder can move in the water

    其研究的魚舵是一個沒有在水下移動的魚尾剖面單片,增加了全舵的剖面度,使螺旋槳尾流的折射水量增強,進而增大了水動力的作用,使之比普通流線舵的升力提高30左右。
  5. To leibnitz it was " unconscious counting " a species of mathematics ; to john ruskin " frozen architecture " ; but to musicians it was, until only very recently, " singing. " sound was simply the physical medium, the carrier of the increasingly expanding structures which based themselves primarily on the model of the vocal phrase and its psychology, and projected its human aspirations in clearly shaped, arching melodic lines with or without verbal association

    對leibnitz (雷布尼茲) ,它是"不自覺地數"一種數學;對johnruskin "凍建築" ;但對音樂家,它本是, (直到最近才改變) , "唱" .聲音只是單純的物體媒介;攜帶著,基於唱句及其心理模式擴增的,投射人的氣,以清楚的旋律,可或有或無詞句
  6. Refractory materials. dimensions of springers for quoin arches and shallow - stone arches

    耐火材料.屋角拱形結構和薄石的尺寸
  7. 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件及模型,對中國古代木中的典型造如:柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗等的造機理及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特徵、破壞模式、及模型材料的變模量、極限承載力、極限變等參量; (三)通過柱架低周反復荷載試驗,測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和受壓試驗,測定了古建築木件與木件間摩擦系數,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規律; (五)通過抬梁式殿堂間架模型振動臺試驗,測定了殿堂木自振周期,地震反應振、阻尼特性及阻尼比;按分層特點對柱腳、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、斗?的變、復位、耗能減振參數等進行了定量分析。
  8. This paper presents the structural design of the main bridge of lhasa river bridge, makes a deep - going study of the key techniques for design of the bridge, such as the reasonable span length ratio of each span of the 5 - span girder and arch hybrid structure, mechanical behaviour of the dual arch ribs, and section of the continuous girder tie beam, and also works out rigidity and stress conditions of the continuous girder tie beam and stress conditions of the concrete - filled steel tube arches of the main bridge

    摘要介紹了拉薩河特大橋主橋設計情況,對於五跨梁組合橋梁各孔跨合理的跨度比、疊的受力行為及連續梁系桿截面式等設計中的關鍵性問題進行了深入的研究,給出了主橋連續梁系桿的剛度和應力情況、鋼管混凝土的應力情況。
  9. According to the information concerned, the analogous structure were adopted on the alamilo bridge in sevilla, spain and on the curved cable - stayed bridge on golf court in xiaoye city, bingbu country, japan. at present, this kind of structure has not utilized all over the country yet. nanjing, the region of basic seismic intensity 7, is an unfavorable site for anti - earthquake in terms of geological conditions according to seismic code for buildings

    但是,主塔屬于傾斜高聳屬于柔性,索屬于特殊懸索,經檢索了解,西班牙sevilla的alamilo橋和日本兵庫縣小野市內高爾夫球場上的曲線斜拉橋採用過類似,國內目前尚未有此態的記載,南京地區地震基本烈度為七度,地質條件按照建築抗震設計規范之規定,屬對抗震不利地段。
  10. New architecture is provided for the strutural form of single rib trunk section bowstring arch bridge with major span and lower strutural high, nd i organized the first such type of design project

    提出了適用於較大跨度、較低高度的單肋箱截面系桿式,並已組織完成了首項設計。
  11. The building mass is structured by a setback in the fa ? ade as well as large scale slits, which cut horizontally at the arcade ' s side entrances and vertically at the tower entrances

    大尺度切入建築的單體元素(水平方向為購物中心旁門的連廊,垂直方向則為高塔入口)與立面的退進強調了建築的
  12. Presently our products can be divided into three series : small standard tent, framework tent, and tensile tent, in which small standard tent can still be divided into three types : cable - column tent, internal lifting tent and external suspending tent, framework tent can be divided into herring bone framework tent and arch framework tent, and tensile tent can be divided into single row pole and double rows pole tent

    目前我們的產品按式分可分為小型單體蓬房框架組合蓬房張拉篷房三大系列。其中小型單體蓬房又分為索柱蓬房內頂篷房外掛蓬房三大類型框架組合蓬房分為人字框架蓬房和曲框架蓬房張拉篷房又分為單排柱和雙排柱張拉蓬房。
  13. Through analyzing all kinds of construction methods of building metro station under shield driven method in many countries, this paper studies the construction technique ( method ) of building metro station under shield driven method, taking in guangzhou no. 3 metro line, and linhe xilu station as the actual object. according to station class, function and topography and geology, the station schemes of twin - bore tunnel ( island ), firstly, three parallel tunnels ( island ), tri - bore tunnel ( island or side ) and four parallel tunnels ( island or side ) are proposed. secondly, the shape and main parameters of station structure on two schemes are analyzed with load - structure mode, for different overburden depth of tunnel and lining thickness, etc. thirdly, the construction process is simulated in 2d fem.,

    根據建站的規模、使用功能及站位地地質條件,提出了兩連島式站臺車站、三條平行隧道島式站臺車站、三連島式和側式站臺車站以及四條平行隧道島式和側式站臺車站方案;採用荷載?模式,對四種方案的主體式和重要參數進行分析研究,分不同的埋深、襯砌厚度和拱形結構跨比進行了多組數值計算;採用平面有限元方法對四種車站的開挖施作過程進行了模擬分析。
  14. Forming an arch or a curve like that of an arch

    拱形結構或類似於的曲線
  15. After an introduction to the research on the software for the design of the variant steel arched girder construction, the creation of the structural model, the structure of the supporting seat, the design of the variant arched girder, and the measures taken to ensure the stability of the plane surface of the arched girder, the thesis goes to study the methods for the hoisting and the angle setting of the long - span arched girders, as well as the bolting of the axle pin in the hinge support

    論文首先對變異鋼設計可採用的軟體、模型的建立、支座式、變異梁的設計,以及保證梁平面外穩定所採取的措施等進行了研究,然後研究了大跨度變異鋼架弧梁吊裝、角度的調整、鉸支座穿軸銷等的施工方法,最後對施工完成後的位移進行了實際量測。
  16. Standard specification for intrusion resistant generic vault structures

    一般拱形結構的抗侵入性的標準規范
  17. The stage, decorated with muslim mosque - like arches made of wood and painted white, was filled with flowers, fruits, and candy

    講經臺裝飾著白色木製清真寺風格的拱形結構,還有很多的鮮花水果與糖果。
  18. The solution format and caculation step of nonlinear dynamic equilibrium equation was derived by newmark method in this article, and dynamic caculation flow chart and relevant program of the frp honeycomb structure was given in two dimension

    本文採用newmark法推導出非線性動力平衡方程的求解格式和計算步驟,給出了二維場下玻璃鋼拱形結構的動力計算流程圖和相應的程序。
  19. Owing to many advantages such as high load capacities, good fire and earthquake resisting behavior and convenience for construction. concrete - filled steel tubular ( cfst ) arches have been more and more widely used in practical constructions especially in highway and city arch bridges

    鋼管混凝土拱形結構具有跨越距離大、承載能力高、塑性和韌性好、施工方便、耐火和耐腐蝕性能好等優點,在實際工程特別是公路和城市橋梁中得到了越來越廣泛的應用。
  20. On basis of the character of the structure at the stage of construction, the stress balanced method was developed to decided the forces of cables and the stresses of the arch rib sections, which is according to the normal stress controlling conditions on the top and bottom of arch rib section and considering the influence matrix

    針對這一受力特點,本文根據肋截面上、下緣應力平衡條件及影響矩陣的概念,發展了應力平衡法,用以確定拉索的合理索力,從而使受力合理並具有理想的線
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