钢骨混凝土

• Rc , src , cft and high strength concrete filled steel tube make the compositions of concrete and steel more perfeet
  从钢筋混凝土、钢骨混凝土、钢管混凝土到今天的钢管高强混凝土组合结构，混凝土和钢的组合更趋完美。
• The truss type steel reinforced concrete column is a normal src style because the contradiction of steel between beams and column can be solved
  在实际运用中为了便于在梁柱节点处梁钢筋的穿透,空腹桁架式钢骨混凝土柱是一种常见的src柱。
• Steel reinforced concrete ( src ) , is a kind of structure element that whit shaped steel and reinforced bar in the concrete
  钢骨混凝土又称型钢混凝土( steelreinforcedconcrete ,以下简称src ) ,是指在钢骨周围配置钢筋,并浇筑混凝土的结构。
• To develop a more thorough understanding of the seismic resistance of src beam - column joints , the study on nonlinear finite element analysis is very imperial
  为了对钢骨混凝土节点抗震性能有更好的了解，进行非线性方面的有限元分析是必要的。
• This paper presents the design of a high - rise steel reinforced concrete building , gives emphasis to the layer model elastic and plastic analysis , steel reinforced concrete column calculating
  摘要介绍了一幢高层钢骨混凝土结构设计，着重介绍层模型弹塑性时程分析、钢骨柱计算。
• The analysis model came from a built high src structure of japan . the building is making elastic and inelastic analysis through using the national program ( pkpm and midas / gen )
  本论文分析模型采用日本已建成的某超高层钢骨混凝土住宅，通过使用国内计算软件( pkpm及midas / gen )对结构进行弹性及弹塑性分析。
• Abstract : the mechanics property of the embedded column footing and non - embedded column footing of steel framed concrete were compared , and the structural design of embedded column footing of an industrial main building was introduced in detail
  文摘:对钢骨混凝土埋入式柱脚和非埋入式柱脚的力学特性进行对比，并详细介绍了某工业主厂房埋入式柱脚的设计。
• Bond - slip behavior is not taken into account between all components on the core of the src joints . a good correlation between the finite element model and the experimental results was obtained . it showed the models are accurate
  分析也表明：钢骨混凝土节点核心区各构件间的粘结滑移对节点承载力没有明显的影响，对节点延性影响较大，尤其是对“强梁弱核心型”节点。
• In this thesis , nonlinear finite element analysis about two different beam - column joints of steel beam - steel reinforced concrete column was studied with ansys . the capacity , stress , displacement and other abilities of joints was analyzed
  本文应用大型有限元软件ansys对两个不同类型的钢梁?钢骨混凝土柱梁柱节点的承载力、应力、应变及其它性能进行了非线性有限元分析。
• In the ansys software environment , two three - dimensional finite models are constructed , based the experiments of four steel beam - steel reinforced concrete column joints under low reversed cyclic loading by beijing polytechnic university ( 2000 )
  本文在钢梁?钢骨混凝土柱节点抗震性能试验研究的基础上，应用大型有限元软件ansys对其中两个不同类型的节点试件进行了非线性有限元分析。