例句與造句

1. Code for design of concrete structures
   混凝土結構設計規范
2. 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。
3. 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。
4. Compared the limitation of crack width of different codes , suggestion is made that the limitation of code for design of concrete structure should be broadened
   比較了國內外裂縫寬度限值的條件與限值,建議對hrb400級鋼筋混凝土構件的裂縫寬度限值分條件放寬。
5. 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。
6. It's difficult to find code for design of concrete structures in a sentence. 用code for design of concrete structures造句挺難的
7. 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于30時偏心距增大系數方法( - l _ 0法)會有較大的誤差,宜采用模型柱法分析。
8. 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筑工程中。
9. 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。
10. 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
    并且新頒布的《混凝土結構設計規范》 （ gb50010 ? 2002 ）也沒有針對跨高比不大于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。
11. 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。
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 》給出的公式仍可用于錯層節點的計算。
13. 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， 《高層建筑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，仍采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于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。
14. 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并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。
15. 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，并在《建筑抗震設計規范》 、 《混凝土結構設計規范》和《高層建筑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。
16. In the course of strengthening design , the shortcoming to determine the design strength value of frp suggested by " technical specification for strengthening concrete structure with carbon fiber reinforced polymer " was pointed out . a method consistent with the one to determine the design strength value of steel fs in " code for design of concrete structures " was proposed
    加固設計發現我國在編標準中frp設計強度取值法不合理，提出frp強度設計值參照現行《混凝土結構設計規范》中鋼筋強度設計值f _ s取法更為合理，并實施了可靠的設計與施工方法。
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