板架梁 的英文怎麼說

中文拼音 [bǎnjiàliáng]
板架梁 英文
grillage-beams
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • : 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;...
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  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:非預應力邊預應力柱組合空間試件,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. The main components of the latter are multi - rib sandwich panels, including floor slabs and wall slabs. reinforced concrete conformation columns are set where the longitudinal walls and latitudinal walls intersect and copulative beams are set where floor slabs and wall slabs intersect. they play a role of linking and transferring loads, bearing a small part of loads at the same time

    無骨體系的主要承重構件是密肋夾芯(包括樓和墻) ,縱、橫墻相交處設鋼筋混凝土構造(連接)柱,墻和樓相交處設連系(圈),連系和柱主要起連接和傳遞荷載作用,也承擔少部分荷載。
  3. The bents supporting the four continuous 工 beam plate girders have a cross section shaped like a box.

    支承著四片工字型,構的截面為箱型。
  4. Two structures that experienced cracking in the longitudinal girder web at x-type cross-frame are reviewed in detail hereafter.

    以下將詳細評論在縱與X型橫向框連接處開裂的兩座結構。
  5. The second-floor framing was not appreciably affected and only a few of the first-floor joists were fractured.

    第二層樓所受影響較小,只有第一層樓少數托裂斷。
  6. The interaction between reinforce slabs and frame beam under torsional moment

    與框在扭矩作用下的相互影響
  7. Considering special form of the boiler frame, the reconstruction and enforcement method, in addition dynamic analysis are given by particular steps : establishment of the model of boiler steel frame, determination of earthquake loads and distribution form, and anti - side force system for the frame to model and analyze, involving loads on the frame and above it, earthquake loads, damping, sway control installation, hanging bar and plate beam

    考慮鍋爐構鋼結構的特殊形式,研究並提出了電站鍋爐鋼結構改造加固研究方法,及動力分析的具體步驟:建立了鍋爐鋼結構動力分析模型、地震荷載分析方法、建立了鍋爐鋼結構布置型式、及整個鍋爐鋼構抗側力體系模擬分析方法。具體包括:鋼構本體及構上荷載、地震載荷與阻尼系數確定、制晃裝置確定、吊桿與大簡化。
  8. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒鋼框節點構造,設計了四種類型矩形鋼管混凝土柱與鋼連接節點,包括常規栓焊( wfp )節點、翼緣全螺栓連接( bfp )節點、雙t連接( dst )節點以及加勁端連接( sep )節點,進行了四類節點8個模型試件在柱端低周反復荷載作用下的抗震性能試驗研究,比較了不同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對節點滯回曲線有顯著影響,全部節點都有顯著的剛度退化; 3 、位移與轉角骨曲線在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓連接節點、雙t連接與加勁端連接節點都優于常規栓焊節點,可在實際工程中加以推廣。
  9. In order to study how the floor stiffnesses influence on the mega steel - frame structures, the results of mode 1 and mode 4 of example 1, and those of mode 2 and mode 3 of three examples are compared. some conclusions are obtained as follows : compared with beams and columns of the common steel - frame structures, the cross - sectional dimension of mega beams and mega columns in the main - frames of mega steel - frame structures are very large. because the mega structure system has great lateral stiffness and entirety work behavior, whether or not considering the floor stiffness has less influence on the entirety responses of the mega steel - frame structures and on the displacement and internal forces of columns of the mainframe, but larger influence on the response of columns of hypo - frame

    通過對算例1方案1和方案4及算例1 - 3方案2和方案3結構周期、位移和內力反應的比較,研究了樓剛度對巨型鋼框結構反應的影響,得到如下結論:與普通鋼框、柱相比,巨型鋼框中主框的巨型、巨型柱截面尺寸要大得多,並且由它們組成的這種超常規的大型結構具有巨大的抗側剛度和整體工作性能,因此,在地震作用下,考慮樓剛度與否對巨型鋼框結構整體反應影響不大,對主框柱位移和內力反應影響也不大,但對次框位移和內力反應的影響相對較大。
  10. Fixed railway installations. equipment for overhead telecommunication and signalling lines. plate for securing cross - pieces to reinforced concrete posts

    鐵路固定設備.通訊和信號裝置空線路用器材.鋼筋混凝土電桿上橫固定用
  11. After several years efforts, our company have set up the cooperation relations with many domestic and foreign companies. at present, we mainly produces all kinds of automobile crossmember, spring hanger, stainless steel and other products

    通過短短幾年的努力公司與國內外多家公司開展了協作關系,現主要生產各種汽車橫、汽車簧支、不? ? ? 、鋁製品等產品。
  12. Drawing technique and punching simulation of inside board of veil framework up - transom

    汽車面罩骨上橫拉延工藝分析及沖壓模擬
  13. The detection of a 11 - layers frame shear wall structure shows that the concrete strength of the seventh partial wall columns and the eighth partial beam and floor plate in that building are very low

    摘要對某11層框剪力墻結構住宅工程結構檢測時,發現第7層部分墻柱和第8層部分混凝土強度嚴重不足。
  14. In the hogging condition, double bottom and the side shell remain the ultimate bucking strength, deck and upperwing tank remain the yield stress, and the other parts keep elasticity. then the key to calculate the ultimate strength of ship hull girders is to ascertain the ultimate bucking strength of the stiffened panels. in this regard, the developed formulation is designed to be more sophisticated than previous simplified theoretical method for calculating the ultimate strength of stiffened panels under combined in - plane bending and lateral pressure. fabricatio n - related initial imperfections ( initial deflections and residual stresses ) are included in the panel ultimate strength calculation as parameters of influence. all possible collapse modes involed in collapse of stiffened panels, including overall buckling collapse, column or beam - column type collapse, tripping of stiffeners and local bukling of stiffened web are considered

    確定了船體整體破壞時的剖面應力分佈之後,關鍵在於確定的極限屈曲強度。本文充分考慮了在縱向彎曲、橫向壓力作用下加筋可能發生的幾種破壞模式,即的整體屈曲破壞、樑柱形式的破壞、筋的側傾、腹的屈曲並同時考慮了初始焊接殘余應力、初撓度的影響,使其更精確的計算加筋的屈曲強度。對于加筋中加強筋腹的局部屈曲,採用解析法推導出筋的腹的撓度方程及其邊界條件,求解相應的方程,從而計算出腹的局部屈曲應力。
  15. In this paper, the steps and frame of analysis and design is presented and the influence of column capital, drop panel, edge beam and flat beam on structural analysis is introduced

    在本文中,還給出了預應力混凝土柱結構用等代框法進行分析和設計的步驟和框圖,闡述了柱帽、托、邊、扁對結構內力分析的影響。
  16. Compared with the normal flat - plate floor, the cast - in - place reinforced concrete hollow flat - plate floor has two special characteristics. to produce the hollow floor, the hollow columns are pre - buried in the floor. there are concealed wide - flat beams between the frame columns

    和普通平樓蓋相比,現澆鋼筋混凝土空心樓蓋有兩個突出的不同點,一是在樓內預埋空心圓筒形成空心樓,二是在框柱之間設有暗扁
  17. By using the calculating method of the flat - plate floor, the bend moments of the slab in different place are calculated. the moment distribution ratio between the column trip and the middle trip of the cast - in - place reinforced concrete hollow flat - plate floor calculated by the equivalent frame method is demonstrated. the moment of the cast - in - place reinforced concrete hollow flat - plate floor calculated by the experience coefficient method is also demonstrated

    進而將無樓蓋體系的計算方法應用於現澆空心樓蓋中,通過對格彎矩的分析,得出了現澆空心樓蓋按等效框法計算的帶彎矩分配比例系數,按經驗系數法計算的帶彎矩設計值。
  18. The two ways stiffness ratio of the reinforced concrete hollow slab is studied and the results show the reinforced concrete hollow slab is bent in two ways under the vertical loads providing the length of the two rims of the slab are near. the analysis for the concealed wide - flat beams demonstrates that it belongs to the column strip and it does not possess the function of the frame girder

    本文首先從理論上分析了空心兩方向剛度比,認為兩邊長接近的空心在豎向荷載作用下為雙向受彎,其受力性能為雙向;分析了柱上暗扁在樓蓋中的作用,認為它不能起到框的作用,應為柱上帶的一部分。
  19. Then, a step - by - step increase of vertical curvature is applied to the hull girder assuming that the plane cross section remains plane. at each incremental step, the stress of the cross section is evaluated using the average stress - strain curves of the elements as well as the incremental bending moment due to the curvature increment. performing sample calculations on existing girder models tests under pure bending, the rationality of the proposed method was examined

    假設船體橫向框材足夠強,因而的整體破壞不會發生;基於?柱理論、理想彈塑性假設、平面假設,建立了拉伸和壓縮加筋單元的平均應力?應變關系曲線,應用船體結構總縱極限強度的簡化逐步破壞分析方法計算船體總縱極限彎矩,並據此開發了計算程序sus 。
  20. In this thesis, a series of single and double - direction - load tests are carried on the single plate framing connection between truss - steel beam and concrete wall often used in tall - building. by single - direction - load tests, the flexure capacity of the joints in use of different design is researched in particular, the effect of bolt design on the flexure capability is analysised ; based on the cyclic loading experiment, such characteristics of the anchors are analyzed -. bearing capacity. rigidity, ductility, hystersity capacity, energy dissipation and failure phenomena

    通過單向靜力試驗,研究了單剪連接的不同設計對鋼的約束能力的變化,重點討論了螺栓的設計對約束能力的影響;通過周期性反復加載試驗研究了不同設計的單剪連接預埋件的抗震性能的不同,重點分析了結構的承載能力、剛度、延性、滯回性能、耗能能力及其破壞特徵等。
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