code for design of concrete structures造句

• Code for design of concrete structures
  混凝土结构设计规范
• In the new code for design of concrete structures ( gb50010 - 2002 ) , it ' s also pointed out definitely
  而且新颁布的《混凝土结构设计规范》 gb50010 - 2002中，也明确提出将hrb400级钢筋作为钢筋混凝土结构的主导钢筋。
• The calculation results using the formula in code for design of concrete structures ( gb50010 - 2002 ) can fulfill requires of design
  按照现行规范《混凝土结构设计规范》 ( gb50010 - 2002 )验算，承载力均可满足要求。
• 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
  比较了国内外裂缝宽度限值的条件与限值,建议对hrb400级钢筋混凝土构件的裂缝宽度限值分条件放宽。
• 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
  我国《混凝土结构设计规范》已对钢筋强度提出了统一的标准，但对于钢筋延性尚未作出明确规定，可见对钢筋延性提出统一的评定标准是亟待解决的问题。
• 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
  现行《混凝土结构设计规范》 ( gb50010 - 2002 )条文说明指出当柱长细比大于30时偏心距增大系数方法( - l _ 0法)会有较大的误差,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级钢筋自2002年被新颁布的《混凝土结构设计规范》 ( gb50010 - 2002 ) (文中简称规范)作为钢筋混凝土结构的主导钢筋以来,已被广泛地应用在建筑工程中。
• 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
  简化模型考虑了钢管参与工作，管内混凝土局部承压强度计算方法与我国混凝土结构设计规范保持一致。建立了矩形钢管混凝土桁架节点非线性有限元分析模型。
• 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
  并且新颁布的《混凝土结构设计规范》 （ gb50010 ? 2002 ）也没有针对跨高比不大于2 . 5的连梁提出具体的设计方法，小跨高比连梁的设计仍是有待通过试验研究来澄清的问题之一。
• 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 》
  根据《混凝土结构设计规范》及《中强螺旋肋钢丝预应力混凝土结构技术规程》 ，编制以中强螺旋肋钢丝为预应力受力筋的空心板的技术条件，为预应力空心板的设计奠定基础。
• 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
  考虑到梁中纵筋配筋偏低，节点破坏轻微，节点抗剪承载力计算值与实验值相差很小，故可认为新颁布的《混凝土结构设计规范gb50010 - 2002 》给出的公式仍可用于错层节点的计算。
• 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
  在这一背景下， 《高层建筑混凝土结构技术规程》 ( jgj3 - 2002 )为了满足工程设计需要，对小跨高比连梁在没有充分试验结果的情况下，仍采用降低最大作用剪力和提高箍筋用量的设计方法(虽然这种方法已被国外试验证明在跨高比小于1 . 50的连梁中是肯定不能保证延性要求的) ，而《混凝土结构设计规范》 ( gb50010 - 2002 )则把这部分内容继续留作空缺。
• 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
  引用箍筋约束混凝土的有效系数，利用其与梁截面特性的关系并结合理论分析中提出的梁剪压破坏与斜压破坏的分界点，同时考虑了剪压区混凝土的抗剪贡献，从工程实际出发，编程拟算了448种梁构件的破坏情况，计算结果表明，梁发生在剪压破坏范围内的最大抗剪承载力值比混凝土结构设计规范gb50010 - 2002值略高。
• 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
  在刚完成的我国新一轮结构设计规范修订中，小跨高比连梁的抗震设计方法是被关注的重点问题之一，并在《建筑抗震设计规范》 、 《混凝土结构设计规范》和《高层建筑混凝土结构技术规程》的协调会上作过认真讨论，但因试验研究工作尚不够充分，未能取得一致意见。
• 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
  加固设计发现我国在编标准中frp设计强度取值法不合理，提出frp强度设计值参照现行《混凝土结构设计规范》中钢筋强度设计值f _ s取法更为合理，并实施了可靠的设计与施工方法。
• 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
  洞口连系梁是联肢剪力墙的主要塑性耗能构件，但跨高比较小的连梁是否能保证在达到一定的位移延性之前不出现剪切失效，仍是目前我国工程界未解决好的问题，也是我国《混凝土结构设计规范》遗留下来有待解决的关键问题之一。
• 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
  随着人们建筑室内审美情趣的日益多样化，错层框架结构在国内应用越来越广泛，目前的《混凝土结构设计规范gb50010 - 2002 》中还没有针对错层节点的专门规定，因此，对钢筋混凝土错层节点的传力机理、抗震性能和抗剪承载力的研究就显得尤为迫切。
• 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 "
  摘要文章推导出了具有明显物理意义的型钢混凝土柱轴压比限值的计算公式，且其结果与《混凝土结构设计规范》中规定的钢筋混凝土柱的轴压比限值有很好的吻合度。
• 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
  本文应用sap2000有限元程序对试验模型进行了研究，分析了这种楼盖结构的极限承载能力，并与实测承载力进行了对比，计算中考虑了开裂后各杆件刚度的修正。