code for design of concrete structures 中文意思是什麼

code for design of concrete structures 解釋
混凝土結構設計規范
  • code : n 1 法典；法規。2 規則，準則；（社會、階級等的）慣例，習俗，制度。3 （電）碼，代碼，密碼，暗碼；...
  • for : FOR f o r ＝ free on rail 【商業】火車上交貨（價格）。1 〈表示目標、去向〉向，往。 leave [sail] f...
  • design : vt 1 計劃，企圖，立意要…。2 指定，預定；留給，留著。3 設計，草擬，擬定，籌劃；起草，畫草圖，打（...
  • of : OF ＝Old French 古法語。
  • concrete : adj 1 具體的，有形的；實在的，實際的。2 固結成的，混凝土製的。3 圖案詩歌的（參閱concrete poetry）...
  • structures : 構築物
  1. With the diversification of people ' s esthetic sentiment to upholstery, the staggered reinforced concrete frames are used more and more widely. specifications for staggered joint are n ' t contained in code for design of concrete structures gb50010 - 2002, so, the research on shear transfer mechanisms ; seismic behavior and shear resistance of staggered joints is urgent

    隨著人們建築室內審美情趣的日益多樣化，錯層框架結構在國內應用越來越廣泛，目前的《混凝土結構設計規范gb50010 - 2002 》中還沒有針對錯層節點的專門規定，因此，對鋼筋混凝土錯層節點的傳力機理、抗震性能和抗剪承載力的研究就顯得尤為迫切。
  2. Considering the concrete cracking, the bent rigidity was corrected in terms of code for design of concrete structures ( gb50010 - 2002 ). with the receivable deviation in engineering, the calculated deformations and the ultimate capacities calculated by the formula of code are shown to be in satisfying agreement with the experimental results

    本文應用sap2000有限元程序對試驗模型進行了研究，分析了這種樓蓋結構的極限承載能力，並與實測承載力進行了對比，計算中考慮了開裂后各桿件剛度的修正。
  3. The correlative item of 《 code for design of concrete structures 》 ( gb50010 - 2002 ) points out that when the slenderness ratio of the member is greater than 30 the method of - l _ 0may lead great error, should adopt model column method

    現行《混凝土結構設計規范》 （ gb50010 - 2002 ）條文說明指出當柱長細比大於30時偏心距增大系數方法（ - l _ 0法）會有較大的誤差，宜採用模型柱法分析。
  4. The calculation results using the formula in code for design of concrete structures ( gb50010 - 2002 ) can fulfill requires of design

    按照現行規范《混凝土結構設計規范》 （ gb50010 - 2002 ）驗算，承載力均可滿足要求。
  5. The minimum shear resistance of beams in the paper is close to the one in the code for design of concrete structures " gb50010 - 2002 '. according to the actual project, the destroy of 448 kinds of beams are analyzed by computer by taking account of the effective coefficient " " of the strength of concrete confined by hoops, the relationship with the section property of beams, the critical point of the arch - rib failure transiting to the shear - compression failure which is advanced in the anti - theory, and the contribution to the beam ' s shear resistance of the concrete in the shear - compression zone

    引用箍筋約束混凝土的有效系數，利用其與梁截面特性的關系並結合理論分析中提出的梁剪壓破壞與斜壓破壞的分界點，同時考慮了剪壓區混凝土的抗剪貢獻，從工程實際出發，編程擬算了448種梁構件的破壞情況，計算結果表明，梁發生在剪壓破壞范圍內的最大抗剪承載力值比混凝土結構設計規范gb50010 - 2002值略高。
  6. In china code for design of concrete structures ( gb 50010 - 2002 ), there are no design methods for coupling beams when the depth - to - span ratio is less than 2. 5, which is one of the critical problems of the code for design of concrete structures unsolved

    並且新頒布的《混凝土結構設計規范》 （ gb50010 ? 2002 ）也沒有針對跨高比不大於2 . 5的連梁提出具體的設計方法，小跨高比連梁的設計仍是有待通過試驗研究來澄清的問題之一。
  7. At this background, though coupling beams with the small ratio of the span to depth have no sufficient test results, in order to satisfy the needs of engineering design, the code for design of reinforced concrete high - rise structure ( jgj3 - 2002 ) still adopt the design method of decreasing the maximum shear force and increasing the quantity of stirrups. but in china code for design of concrete structures ( gb 50010 - 2002 ) the content of seismic design methods for these kinds of coupling beams continue to be blank

    在這一背景下， 《高層建築混凝土結構技術規程》 （ jgj3 - 2002 ）為了滿足工程設計需要，對小跨高比連梁在沒有充分試驗結果的情況下，仍採用降低最大作用剪力和提高箍筋用量的設計方法（雖然這種方法已被國外試驗證明在跨高比小於1 . 50的連梁中是肯定不能保證延性要求的） ，而《混凝土結構設計規范》 （ gb50010 - 2002 ）則把這部分內容繼續留作空缺。
  8. Seismic design method of coupling beams with small aspect ratio was one of important problems catching notice at the newly revising structure design codes just completed, and it was discussed seriously at the harmonizing meeting of china code for seismic design of structures, china code for design of concrete structure and the code for design of reinforced concrete high - rise structure. however, because of the insufficiency of experimental research, unanimous opinions were not obtained

    在剛完成的我國新一輪結構設計規范修訂中，小跨高比連梁的抗震設計方法是被關注的重點問題之一，並在《建築抗震設計規范》 、 《混凝土結構設計規范》和《高層建築混凝土結構技術規程》的協調會上作過認真討論，但因試驗研究工作尚不夠充分，未能取得一致意見。
  9. Code of practice for design of concrete structures for retaining aqueous liquids

    攔水用混凝土結構設計的實用規程
  10. The simplified model took into account the working of the steel tube, and the calculating method of local compression strength of concrete in tube corresponded to that recommended in the chinese code for design of concrete structures

    簡化模型考慮了鋼管參與工作，管內混凝土局部承壓強度計算方法與我國混凝土結構設計規范保持一致。建立了矩形鋼管混凝土桁架節點非線性有限元分析模型。
  11. Coupling beams between openings are the main plastic energy dissipation elements of coupled walls, but whether short coupling beams could ensure that shear failure would n ' t take place before coupling beams have reached certain displacement ductility or not, is still a problem of engineering which has n ' t been solved and is one of the critical problem of the code for design of concrete structures which remains to be solved

    洞口連系梁是聯肢剪力墻的主要塑性耗能構件，但跨高比較小的連梁是否能保證在達到一定的位移延性之前不出現剪切失效，仍是目前我國工程界未解決好的問題，也是我國《混凝土結構設計規范》遺留下來有待解決的關鍵問題之一。
  12. 5. the formulae that the lately issued code for design of concrete structures gb50010 - 2002 offered are applicable for design of staggered joints, considering joints failure not serous and the difference very little between calculative values and experimental values of staggered joints

    考慮到梁中縱筋配筋偏低，節點破壞輕微，節點抗剪承載力計算值與實驗值相差很小，故可認為新頒布的《混凝土結構設計規范gb50010 - 2002 》給出的公式仍可用於錯層節點的計算。
  13. During the transverse analysis, as the discussion of frame bracing condition that exists in the new vision < code for design of steel structures > gb50017 - 2002 has been lead into the stability analysis of staggered truss system, the concept of strong and weak bracing staggered truss system, and the concrete dividing standard are also given, so that makes the staggered truss stable theory have a good link with the new code, and provide theory guarantee for designers

    橫向分析時將我國新修訂的《鋼結構設計規范》 gb50017 - 2002中，關于框架體系支撐條件的論述引入到錯列桁架的穩定分析中，提出了強支撐錯列桁架體系和弱支撐錯列桁架體系的概念以及具體的劃分標準，使得錯列桁架的穩定分析可以與新規范很好的對接，為設計人員的使用提供了理論保障。
  14. Hrb400 steel bar, which is called new grade steel bar, has been defined the leading steel bar using in building structures by code for design of concrete structures ( gbj 5002 - 2002 ). it has been used widely in these years

    Hrb400級鋼筋自2002年被新頒布的《混凝土結構設計規范》 （ gb50010 - 2002 ） （文中簡稱規范）作為鋼筋混凝土結構的主導鋼筋以來，已被廣泛地應用在建築工程中。
  15. Code for design of concrete structures

    混凝土結構設計規范
  16. In the new code for design of concrete structures ( gb50010 - 2002 ), it ' s also pointed out definitely

    而且新頒布的《混凝土結構設計規范》 gb50010 - 2002中，也明確提出將hrb400級鋼筋作為鋼筋混凝土結構的主導鋼筋。
  17. The standard of steel bar ' s intensity has been marked in " code for design of concrete structures " of china, but the standard of steel bar ' s ductility has not. the problem should be solved

    我國《混凝土結構設計規范》已對鋼筋強度提出了統一的標準，但對于鋼筋延性尚未作出明確規定，可見對鋼筋延性提出統一的評定標準是亟待解決的問題。
  18. The technical specification should be made to pre - pare for pre - stressed reinforced concrete hollow slab design, according to 《 code for design of concrete structures 》 and 《 technical specification of pre - stressed concrete structures with middle strength spiral ribs steel wires 》

    根據《混凝土結構設計規范》及《中強螺旋肋鋼絲預應力混凝土結構技術規程》 ，編制以中強螺旋肋鋼絲為預應力受力筋的空心板的技術條件，為預應力空心板的設計奠定基礎。
  19. The limited range ordinate by the code for design of masonry structures was validated. ( 3 ) using the program, impact to the compressive strength of ratio of grout for concrete and ratio of height to section thickness to the compressive strength was discussed. a new formula was advanced in this article

    （ 3 ）利用本文編制的程序，採用回歸分析方法討論配筋砌塊砌體剪力墻中灌芯率和灌芯混凝土強度對其抗壓強度的影響，並提出了本文建議的配筋砌塊砌體剪力墻抗壓強度的計算公式。
  20. A calculation formula with a clear and definite physical meaning is derived for the limit value of the axial compressive ratio of src column, the result out of which is in agreement with the limit value of the axial compressive ratio of reinforced concrete column precscribed by " code for design of concrete structures "

    摘要文章推導出了具有明顯物理意義的型鋼混凝土柱軸壓比限值的計算公式，且其結果與《混凝土結構設計規范》中規定的鋼筋混凝土柱的軸壓比限值有很好的吻合度。
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