code for design of concrete structures meaning in English
混凝土结构设计规范
Examples
- 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。