門式鋼架 的英文怎麼說

中文拼音 [ménshìgāngjià]
門式鋼架 英文
portal frame
  • 門 : Ⅰ名詞1 （房屋、車船等的出入口 ） entrance; exit; door; gate 2 （形狀或作用像門的東西） switch; va...
  • 式 : 名詞1 （樣式） type; style 2 （格式） pattern; form 3 （儀式; 典禮） ceremony; ritual 4 （自然科...
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 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;...
  • 鋼架 : steel frame鋼架廠房 steel frame mill building; steel frame mill plant; 鋼架結構 steel frame const...
  1. Steel members of light - weight buildings with gabled frames

    門式剛架輕型房屋鋼構件
  2. Technical specification for steel structure of lightweight buildings with gabled frames

    門式剛架輕型房屋鋼結構技術規程
  3. Technical specification for steel structure of light - weight buildings with gabled frames

    門式剛架輕型房屋鋼結構技術規程
  4. Finite - element analysis of end - plate connections in light weight steel structure with gabled frames

    門式剛架輕鋼結構端板連接節點承載性能的有限元分析
  5. The stability bearing capacity of purlin was calculated by formulas of two criterion and some design manual. some comments on the design of purlin are proposed after comparing the results, including the investigation result of this paper

    把試驗和理論計算結果與門式剛架規程、澳洲冷彎型鋼結構規范及設計手冊的計算結果進行了比較。
  6. Technicalcode for safety of frame scaffoldings with steel tubules in construction

    建築施工門式鋼管腳手架安全技術規范
  7. Design and discussion for wind resistant pillar with light - weight steel structure

    門式剛架輕鋼結構抗風柱的設計
  8. Stress which three portal frames of dairy housing bore under different conditions was analyzed and relations between different post distance, roof gradient and structure internal force capability and steel dosage were obtained. at the same time, the structural section was optimized with float stress exponent method to lower steel dosage

    通過程序，對牛舍三種門式剛架結構在不同工況下進行了應力分析，分析了不同柱距、屋面坡度與結構受力及結構用鋼量的關系，並用準則法中的浮動應力指數法對優選出的結構進行了截面優化，達到了降低結構用鋼量的目標。
  9. Because of its many advantages, the tapered portal frame is getting more and more application. ( ( technology code of light steel structure of portal frame ) ) ( cecs 102 : 2002 ), our country enacted, does n ' t define conditions that tapered portal frame needs anti - earthquak - e design. but mentions in illustration of rules : when earthquake fortification intensity is 7 degree, the portal frame does n ' t need anti - earthquake checking generally ; but for 8 degree and above, horizontal just with lengthways frames both need anti - earthquake checking

    楔形變截面門式剛架山于其諸多的優點得到越來越廣泛的應用，我國頒布的協會標準《門式剛架輕型房屋鋼結構技術規程》 （ cecs102 2002 ）中沒有對變截面門式剛架需要進行抗震設計的情況進行具體規定，但在後面的條文說明中提到： 「當抗震設防烈度為7度時，一般不需做抗震驗算；當為8度及以上時，橫向剛架和縱向框架均需做抗震驗算。 」
  10. 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。
  11. Gabled frames are widely used in industry and civil engineering, it ' s web plates " local buckling calculated formula in the technical specification for steel - structure of one - storey light - weight buildings with gabled frames ( cecs102 : 98 ) are based on the rectangular plates " and did n ' t consider the interaction of the fringe plate. so, there are some different between the actual members and the prescript of the specification, and the post - buckling strength ' s calculated formula is based on the local buckling ' s, it must have some unreasonable

    楔形門式剛架廣泛地應用於工業與民用建築中， 《門式剛架輕型房屋鋼結構技術規程》 （ cecs102 ： 98 ）中楔形腹板局部屈曲的計算公式來自矩形板，並且沒有考慮翼緣的相關作用，因此，規程中的規定與構件的實際工作狀況有一定的差異，且屈曲后強度的計算公式也是以局部屈曲系數為基礎的，勢必有其不合理性。
  12. In the actual ( ( code for steel structure design } ) ( gbj 17 - 88 ) and for the ( ( technical specification for steel structure of light - weight buildings with gabled frames ) ) ( cecs 102 : 98 ), the calculation method for the stability of the members is : obtaining the axial force through the analysis of the linear - elastic inner force of the whole structrue, then checking the stability inside and outside the plane respectively on the foundation of the yielding rule of the edge

    我國現行《鋼結構設計規范》 （ gbj17 - 88 ）和《門式剛架輕型房屋鋼結構技術規程》 （ cecs102 : 98 ）對構件的穩定計算方法是：先對構件進行整體線彈性內力分析，得到構件的軸力和彎矩；再根據邊緣屈服準則對構件分別進行平面內和平面外穩定驗算。
  13. For portal frame light steel structure building, it has been widely used with less consumption of steel and has obvious advantage on the period and applicability of the construction with comparison to the tradition

    在輕型房屋鋼結構體系中，門式剛架結構在施工周期、結構適用性上與傳統建築產品相比，具備明顯的優勢。
  14. Steel structure of light - weight buildings with gabled frames is a widely used steel structural style in china at present. this paper starts with the deficiency of the specificaion in calculating the effective length factors of gable portal frames. when the gable portal frame subjected to the vertical uniform loading, it conducts the arch effect ? 1. rafter axial force is large when the slope of rafter is big

    門式剛架輕型房屋鋼結構體系是目前廣泛應用的一種結構形式，本文從規范中門式剛架柱的計算長度系數取值的不足出發，針對山形門式剛架在豎向均布荷載作用下產生的拱效應? ? 1 、斜梁傾角較大時產生較大的梁內軸力; 2 、產生跨變效應; 3 、高跨比較小的山形門式剛架會發生躍越失穩，採用整體分析的方法對山形門式剛架的穩定進行了分析。
  15. Application and study on portal frame light steel structure in large - space building

    門式剛架輕型鋼結構在大空間建築中的應用研究
  16. Discussion on the calculation of in - plane stability of light - weight portal frame

    門式剛架輕鋼結構平面內整體穩定分析中的幾個問題
  17. Tubular steel frame scaffolding

    門式鋼管腳手架
  18. Technical code for safety of frame scaffoldings with steel tubules in construction

    建築施工門式鋼管腳手架安全技術規范
  19. In this paper, the general situation and virtue or disadvantage about light - steel structure abroad and at home is concluded systematically. the design method, steel characteristic in the connection, the bolt strength, welding line characteristic and the joint connection model about gabled frames structure is introduced

    本文系統地歸納了國內外輕鋼結構的發展概況及其優缺點，介紹了輕鋼結構門式剛架節點的設計方法、節點鋼材的性質、螺栓的強度、焊縫的特性以及連接的形式。
  20. The portal frame is the most widely used in the lightweight steel construction. when designing the portal frame, designers usually design the members with the variable cross - section on the base of the variation of the members " moment

    在應用最廣的輕型鋼結構形式? ?門式剛架中，設計人員往往根據構件彎矩的變化規律，將門式剛架中的構件設計成變截面的形式。
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