code for design of concrete structures中文是什么意思

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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 ...
design vt. 1.計劃，企圖，立意要…。 2.指定，預定；留給 ...
concrete adj. 1.具體的，有形的；實在的，實際的。 2.固結 ...
structure n. 1.構造，結構；組織；石理，石紋。 2.建造物。 ...
code for design of masonry structures 砌體結構設計規范
code for design of steel structures 鋼結構設計規范
code for design of timber structures 木結構設計規范
code for design of high-rise structures 高聳結構設計規范
advanced theory of concrete structures 高等混凝土結構理論
deck steelwork and concrete structures 橋身鋼鐵及混凝土結構
ma ive concrete structures 塊狀混凝土結構
massive concrete structures 塊狀混凝土結構
steel and concrete structures 鋼鐵混凝土合成結構
anti-seismic design of structures 結構抗震設計原理
basic design of agricultural structures 農業設施設計基礎
bridge structures design criteria 橋梁結構設計標準
design manual for bridges and structures 橋梁和結構設計手冊
design of building structures 建筑結構設計
design of steel structures 鋼結構設計
detail design of steel structures 鋼結構施工設計
optimum design of structures-program 結構優化設計
concrete design 混凝土級配比設計; 混凝土配合比設計; 混凝土設計
design of concrete 混凝土配合比設計
code design 代碼設計
design code 標準號; 設計守則；設計規范; 設計準則；設計規范

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例句與用法

Code for design of concrete structures
混凝土結構設計規范
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。
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。
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。
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。
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。
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。
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。
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。
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。

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