鋼筋混凝土板 的英文怎麼說

中文拼音 [gāngjīnhúnníngbǎn]
鋼筋混凝土板 英文
armored concrete slab
  • : 鋼名詞(鐵和碳的合金) steel
  • : 名詞1 (肌的舊稱) muscle2 [口語] (肌腱或骨頭的韌帶) tendon; sinew 3 [口語] (可以看見的皮下靜...
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
  • : 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) ...
  • 鋼筋 : concrete iron; concrete reinforcing bars; rebar; reinforcing bar; reinforced bar; reinforcing ste...
  • 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
  1. Aseismatic strengthening of reinforced concrete short column with steel plate hoops

    短柱利用外包箍抗震加固的設計
  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

    無骨架體系的主要承重構件是密肋夾芯(包括樓和墻) ,縱、橫墻相交處設構造(連接)柱,墻和樓相交處設連系(圈)梁,連系梁和柱主要起連接和傳遞荷載作用,也承擔少部分荷載。
  3. Problems and analyses in designing rc floor slabs

    設計中常見的問題及分析
  4. Filler concrete joists for reinforced and prestressed concrete floors

    和預應力填充接縫
  5. Light steel is the sansei construction, which is adopted got - up h type steel, thin cliff cold blending c, z type steel combination or construction framework, the roof and the wall body are adopted color coat die - mould steel board or sandwich color board, which already replaces the traditional armored concrete build in developed countries

    結構是第三代建築,它採用製作h型及薄壁冷彎c 、 z型組合或建築骨架,層面和墻體採用彩色塗層壓型或夾芯彩,在發達國家已基本取代傳統的建築。
  6. The experimental results show that there are few differences in the mechanical properties between normal concrete slabs and lightweight aggregate concrete slabs which are made by haydite as coarse aggregate. at the same time, the haydite concrete proved that it is available in practice

    試驗研究結果說明,以南寧市福民節能保溫陶粒製品廠生產的陶粒作粗骨料的輕質,其受力性能與普通鋼筋混凝土板沒有什麼差別,可以用於工程實際。
  7. Reinforced concrete sheet pile

    樁結構物鋼筋混凝土板
  8. The nonsingular boundary element method for the bending problem of reinforced concrete plate

    無奇異邊界元解鋼筋混凝土板彎曲問題
  9. The design methods for punching carrying capacity among several provisions are compared in this paper

    比較了我國和幾種國外規范中鋼筋混凝土板的抗沖切承載力計算方法。
  10. The nonlinear analysis of reinforced concrete slabs includes the ultimate load analysis and the finite element analysis

    鋼筋混凝土板的非線性分析方法主要有極限分折和有限元分析。
  11. Experimental study on the bending behavior of reinforced concrete slabs strengthened by using high - strength steel - wire mesh and polymer morter

    高強絞線網聚合物砂漿加固鋼筋混凝土板抗彎試驗研究
  12. The exist of openings will change slabs " mechanical behavior. so the right disposal around of openings is indispensable step of engineering practice

    梁中、中開孔的情況越來越多,這些孔口的存在往往會改變鋼筋混凝土板原來的受力性能,因此孔口周邊的正確處理就成為工程實踐中必不可少的環節。
  13. Finally, numerical examples illustrate the application of the proposed approach to the design of reinforced concrete deck - girder, and the results showed that the model and method are reasonable and practical

    最後給出了運用該方法求解鋼筋混凝土板梁式公路橋梁最優設計的算例,結果表明本文所建立的最優設計模型及所使用的求解方法是合理的、實用的。
  14. ( 4 ) finally, the advantages and disadvantages of nonlinear analysis of reinforced concrete slabs with three dimensional element are discussed. and some suggestions on the implementation of brick element in plates analysis are given

    ( 4 )總結了三維實體單元用於鋼筋混凝土板非線性分析的優勢與缺陷,提出了一些關于進一步使用三維實體單元對進行分析的建議和需要解決的問題。
  15. In the layered model, transverse shear is ignored and material is assumed to be in a state of plane stress, and some other presuppositions are introduced, such as cracking of concrete takes place only in the plane perpendicular to the normal

    但是鋼筋混凝土板的非線性有限元研究目前一般都是採用分層法,將分成若干層和層,忽略橫向的剪切影響,各層材料按平面應力狀態處理,這與真實情況有區別。
  16. The introduction of these presuppositions are not real and may result in wrong resolutions by ignoring some dangerous situations. the present thesis attempts to implement a nonlinear fem analysis by using 8 - noded isoparametric brick element with equivalent reinforcement membrane

    因此,本文嘗試性地摒棄這些假定,運用帶薄膜的八結點六面體等參數單元,以三維實體單元來對鋼筋混凝土板進行了非線性有限元分析。
  17. On the basis of the traditional elasticity theory, nonlinear theory, ultimate theory and theory of reinforced concrete slabs with simple - supported condition, this paper analyzes the whole process of reinforced concrete thin slabs in the loading test of distributing static load, on the objects of reinforced concrete thin slabs with complex geometry, complex boundary condition and distributing of reinforce bars. and then analyzes the load capacity under the effecting of static load

    本文在傳統的彈性理論、非線性理論和極限理論以及在簡單支承條件下的鋼筋混凝土板理論的基礎上,以復雜幾何形狀、邊界條件及配形式的為研究對象,對其在靜力分配梁加載下的加荷試驗的全過程進行分析,並對其在靜荷作用下的受力性能進行分析。
  18. The design and construction of the reinforced concrete sheet - pile and the impact from the constuction on the ancient sea embankment and the historic buildings therein are described in detail herein combined with the successful case of the application of reinforced concrete sheet - pile to the erosion control for the ancient sea embankment of qiantang river

    摘要結合鋼筋混凝土板樁在錢塘江明清海塘防沖工程中成功應用的實例,詳細介紹了鋼筋混凝土板樁的設計、施工及施工對海塘與海塘上古建築的影響。
  19. The details are as following : 1 ) through the experiments of seventeen reinforced concrete plates with round openings, stress distributions of concrete and steel bars, concrete cracking, failure mechanism, and the influence of reinforcing bars with different amount and layouts on cracking and failure mechanism of the specimens are studied. the experimental study provides data not only for the validation of fea model and nonlinear fem program, but also for the research on new methodology of design for orifices

    本文的主要工作有: 1 )通過17塊帶圓孔鋼筋混凝土板的試驗,研究在荷載作用下孔口周圍的應力應變分佈和孔口開裂、破壞規律,以及不同的配方式和數量對孔口裂縫的產生、發展及孔口破壞的影響,為驗證有限元分析模型及非線性分析程序的可靠性提供試驗依據,並為建立新的孔口配設計方法提供基本試驗資料。
  20. A practical optimization approach to the design of reinforced concrete deck - girder highway bridge is presented in this paper. the approach is entirely based on the american association of state highway and transportation officials ( aashto ) standard specifications for highway bridges

    本文提出一種鋼筋混凝土板梁式公路橋梁的實用優化設計方法,該方法基於「美國國家高速公路和交通運輸協會」 《公路橋梁設計規范》 ( aashto1996 ) 。
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