門式剛架結構 的英文怎麼說

中文拼音 [ménshìgāngjiàjiēgòu]
門式剛架結構 英文
portal framed structure
  • 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...
  • 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;...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. Based on large amounts of investigations on domestic dairy housings at present in beijing and aimed at dairy breeding technology - dairy building parameters - dairy structure, this paper made the portal frame of light - weight steel structure in cowshed to be the researched case and elaborated the theories and methods of structure optimization of portal frame of light - weight steel structure in cowshed. at last, some conclusions were drawn

    本文在大量調查研究的基礎上，針對目前我國牛舍發展落後的現狀，針對北京地區，從成乳牛舍內飼養工藝?成乳牛舍建築參數確定?成乳牛舍結構角度出發，選取輕型門式剛架牛舍作為研究對象，闡述了輕型門式剛架牛舍結構優化的理論和方法，並取得了一些結論。
  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. 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
  7. 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。
  8. Lightweight steel portal frame and its optimum web height

    輕型門式剛架結構及其最優腹板高度的研究
  9. Through over - all stability analysis, the influence of height - span ratio, rafter slope to the stability and the effective factors of gable portal frames are also presented in this paper

    通過對門式剛架的整體穩定分析，研究了剛架的高跨比、斜梁坡度對結構的穩定和計算長度系數的影響。
  10. 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。 」
  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. In light - steel portal frame design, end - plate connection is presumed to be complete stiffness connection, and that ' s not the case

    在輕型門式剛架結構設計中，通常將端板連接作為完全剛性連接，而事實並非如此。
  18. The tapered beam element is used hi the fem. with the fem. the linear static and in - plane stability analysis of the frames are carried out conveniently

    本文開發了一套變截面梁單元有限元分析程序，可對變截面門式剛架結構體系進行精確的靜力計算與平面內穩定性分析。
  19. The ansys finite element program is used to analysis the over - all stability of portal frames, with considering axial force, moment, and geometrical nonlinear effect. the the accurate effective length factors of gable portal frames are got

    用ansys程序對山形門式剛架進行了整體穩定分析，通過考慮軸力、彎矩、和結構的幾何非線性效應，得到了山形門式剛架精確的計算長度系數。
  20. Due to their structural economy, tapered members are more and more widely used in portal frames. however, the stress distribution and in - plane inelastic stability of tapered members are not yet fully documented

    本文對門式剛架結構中常用到的楔形變截面構件進行了應力分析與彈塑性穩定的研究。
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