design of concrete 中文意思是什麼
design of concrete
解釋
混凝土配合比設計-
On the basis of the deterioration investigation and anticorrosion coating design of concrete structures of the towers of jiangyin changjiang river highway bridge, this paper discusses the common deterioration problems of concrete bridge towers in a certain environment and also makes a study of the anticorrosion coating design alternatives, construction technology, technical requirements, quality assurance system and inspection criteria for such type of the structures
摘要通過江陰長江公路大橋橋塔混凝土結構病害調查和防腐塗裝設計，探討在特定環境下混凝土橋塔常見的病害，研究此類特種結構防腐塗裝的設計方案、施工工藝、技術要求、質量保證體系和檢測標準等。 -
Thus it is a key problem to me resolved in the design of concrete cable stayed bridge
因而合理地確定斜拉橋的成橋狀態，就成為設計首先要解決的關鍵問題。 -
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。 -
Eurocode 2 : design of concrete structures. concrete bridges
歐洲法規2 :混凝土結構的設計.混凝土橋 -
Control system design of concrete pump wet - sprayer
濕噴兩用機控制系統設計 -
Steel, concrete and composite bridges - code of practice for design of concrete bridges
鋼混凝土及混合結構橋.第4部分:混凝土橋設計慣例 -
Research on durability design of concrete structure
談談混凝土結構的耐久性設計 -
Many of concrete products mainly are mixed with breeze, some of them are mixed with fly ash also, which make concrete elements ninth complex and require higher demands for ratio design of concrete mixture
摘要目前的商品混凝土多以摻加礦粉為主，有的還摻加粉煤達，致使混凝土成分復雜，因而對混凝土配合比設計提出了更高的要求。 -
Initial exploration of strengthening design of concrete frame for a petrochemical factory
某石化廠混凝土框架結構加固設計初探 -
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。 -
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。 -
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。 -
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。 -
Eurocode 2 : design of concrete structures. general rules. precast concrete elements and structures together with united kingdom national application document
歐洲規程2 :混凝土結構的設計.總則.預制混凝土元件和結件 -
Specification for the deformation joint design of concrete structures in water work engineering
給水排水工程混凝土構築物變形縫設計規程 -
At last a probabilistic method of structure design of concrete pavement with lcb is advanced
論文還提出了貧混凝土基層混凝土路面的概率型結構設計方法。 -
The existing methods of structure design of concrete pavement with lean concrete base are analyzed, proving that the equivalent stiffness method is proper for calculating load stress but not for thermal stress
對貧混凝土基層混凝土路面現有結構設計方法的應力計算進行了分析，發現等剛度法用於雙層板路面的荷載應力計算是可行的，但用於溫度應力計算會引起較大的誤差。 -
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。 -
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。 -
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。
分享友人