桁架鋼筋 的英文怎麼說

中文拼音 [héngjiàgāngjīn]
桁架鋼筋 英文
truss bars
  • 桁 : 桁名詞[建築] （檁） purlin
  • 架 : 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;...
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 筋 : 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...
  • 桁架 : truss桁架桿 truss rod; 桁架高度 truss depth; 桁架跨度 truss span; 桁架梁 girder truss; truss beam...
  • 鋼筋 : concrete iron; concrete reinforcing bars; rebar; reinforcing bar; reinforced bar; reinforcing ste...
  1. The linear modes of spatial reinforced concrete staggered vierendeel truss are analyzed by finite element software

    摘要利用有限元分析軟體，對空間鋼筋混凝土交錯空腹桁架結構進行線性模態分析。
  2. The truss type steel reinforced concrete column is a normal src style because the contradiction of steel between beams and column can be solved

    在實際運用中為了便於在樑柱節點處梁鋼筋的穿透，空腹桁架式鋼骨混凝土柱是一種常見的src柱。
  3. The results of the truss type src columns test is analyzed, and the aseismic behavior of src column is deeply studied. with the shaped steel in the column, the bearing capacity is largely increased

    本文研究了空腹桁架式src柱的試驗結果，對src柱的抗震性能作了比較深入的探討，結果表明配置角鋼的桁架式空腹鋼骨的勁性混凝土柱，其抗震能力明顯高於鋼筋混凝土柱。
  4. The experimental study on the seismic behavior of six 1 / 3 scale and shear - span ratio 2. 2 high - rise shear walls, including a high - rise shear wall with steel frame, a high - rise shear wall with steel truss, a high - rise shear wall with steel frame - steel truss, a high - rise shear wall with steel bar truss, a high - rise shear wall with steel - steel bar truss and a usual one, has been studied

    6個試件包括1個普通混凝土高剪力墻、 1個內藏鋼筋桁架混凝土高剪力墻、 1個內藏鋼框架混凝土高剪力墻、 1個內藏鋼框架-鋼筋桁架高剪力墻、 1個內藏鋼桁架混凝土高剪力墻及1個內藏鋼-鋼筋組合桁架混凝土高剪力墻。
  5. Many optimization joints mid design methods which have been applied in actual engineerings are put forward, including the rc looped - beam joint, enforced - steel loop joint, joint between columns filled with steel tubes and rc beams, joint between columns filled with steel reinforced concrete and rc columns, joint between column filled with steel tube and composite beam, composite beam design method, prestressed laminated open - web truss mid so on

    其中，提出的較優化的鋼筋砼環梁節點、鋼加強環節點、鋼管砼柱與鋼筋砼柱節點、鋼骨砼柱與鋼筋砼梁節點、鋼骨磚柱與組合梁節點及組合梁設計方法、預應力疊層空腹桁架等，都已應用於實際高層建築中。
  6. Until now, the domestic and overseas scholar has studied the factors that have effect on performance of steel fiber reinforced concrete corbel such as shear span to depth, strength of concrete, reinforcement ratio ( including longitudinal reinforcement and stirrup ) and ratio of horizontal to vertical load. for calculating the cracking load, and ultimate load domestic and foreign scholar has brought forward a series of calculative formulas and methods have been put forward that based on statistical analysis, flexural model and truss model

    到目前為止，國內外學者已研究了剪跨比、混凝土強度、配筋率（包括縱向鋼筋和箍筋） 、水平荷載與垂直荷載之比等因素對鋼筋鋼纖維混凝土牛腿受力性能的影響，對牛腿的抗裂計算和承載力的計算，國內外學者曾提出了基於數理統計分析、彎壓模型和桁架模型等的一系列計算方法和計算公式。
  7. Therefore, the light steel portal frame system is compared comprehensively to the bent frame system of solid - web steel column and solid - web steel plate beam, the bent frame system of solid - web steel column and open - web steel pipe truss, as well as the system of rc column and open - web steel pipe truss

    因此對中小型單層廠房中實腹式鋼柱加實腹式鋼板梁排架體系，實腹式鋼柱加空腹鋼管桁架排架體系以及鋼筋混凝土柱加空腹鋼管桁架排架體系與輕鋼門式剛架進行了綜合比較。
  8. Based on the analysis of the experiment results, it is regarded that the seismic behavior of the truss src columns is higher than those of rc columns. the steel requirements, the crosswise rod dimension and the welding quantity are the main factor, which influence on the truss type src columns

    通過對試驗結果的分析，認為配置角鋼桁架式空腹鋼骨的鋼骨混凝土柱的抗震能力明顯高於鋼筋混凝土柱，配鋼率和斜腹桿的大小與焊接質量是影響桁架式空腹鋼骨的鋼骨混凝土柱的主要因素。
  9. In order to reveal load mechanism and failure mode of thick pile caps, by means of the test of 1 / 4 - scale models of thick pile caps with six piles and post - handling study of 3 - dimensional non - linear finite element adina, this paper points out the shortage, which is that the design of pile caps is carried out by flexural strength in chinese technical code for building pile foundations jgj94 - 94 and american reinforcement concrete building construction code aci318 - 02, promulgates that the failure mode of thick pile caps is punching failure and load transfer mechanism is the strut - and - tie, which is that zones of concrete with primarily unidirectional compressive stresses are modeled by compress struts, while tension ties are used to model longitudinal reinforcement over pile

    摘要為揭示厚承臺的傳力機理和破壞形式，通過對4個1 : 5比例的六樁厚承臺的模型試驗研究與三維非線性有限元adina的后處理研究，指出中國建築樁基技術規范jgj94 - 94與美國鋼筋砼房屋建築規范aci318 - 02規范中，承臺以彎曲強度進行配筋計算的設計方法之不足，揭示出厚承臺的破壞模式是沖切破壞，傳力機理是以帶有主要單向壓應力的砼區域作斜壓桿，樁頂區域的縱筋作拉桿的空間桁架。
  10. The experimental study on the seismic behavior of six mid - rise shear walls with 1 / 3 scale and shear - span ratio 1. 85 has been done. the six mid - rise shear walls include a shear wall with steel frame, a shear wall with steel truss, a shear wall with steel frame - steel bar truss, a shear wall with steel bar truss, a shear wall with steel - steel bar truss and a usual one

    6個試件包括1個普通混凝土中高剪力墻、 1個內藏鋼框架混凝土中高剪力墻、 1個內藏鋼筋桁架混凝土中高剪力墻、 1個內藏鋼框架-鋼筋桁架混凝土中高剪力墻、 1個內藏鋼桁架混凝土中高剪力墻及1個內藏鋼-鋼筋組合桁架混凝土中高剪力墻。
  11. 4 ) a simplified mechanic model for calculated ultimate load is proposed. the calculated results correlate well with the results of experiment. 5 ) some design suggestions for similar structures

    4 .建立了鋼筋混凝土承臺-鋼柱腳試件的簡化承載力計算的桁架模型與計算公式，計算結果與實測結果符合較好。
  12. The truss type steel reinforced concrete is a pattern of the lattice type steel reinforced concrete. it is regarded that the seismic behavior of the truss type src is lower than the full - web type src members

    桁架式鋼骨混凝土是空腹式鋼骨混凝土（ steelreinforcedconcrete ，以下簡稱src ）的一種，一般認為其抗震性能不及實腹式src構件，而與普通鋼筋混凝土（ reinforcedconcrete ，以下簡稱rc ）構件基本相同。
  13. The floor rested on a system of steel trusses connected between the external columns and the reinforced steel core, leaving out the need for any interior column

    大廈內各樓層由鋼造的桁架組成，由於鋼架連接外柱與鋼筋核心，因而無須興建內柱。
  14. In theory research based on truss theory, the effective length of the cfrp sheet and ultimate capacity of paste layer is introduced, then the calculation procedure of the ultimate shear capacity of rc t - section beams strengthened with cfrp laminates is put forward, so did the reinforcement design method of normal service phase

    基於桁架理論，引用有效粘貼長度的概念，以粘貼層所能承受的極限抗力為計算控制參數，提出了碳纖維布對鋼筋混凝土t梁極限承載力及正常使用階段的加固計算方法。
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