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转折环梁
相关语句
  transition ring
     STRUCTURAL BEHAVIOR OF COLUMN-SUPPORTED STEEL SILOS WITH A TRANSITION RING
     带转折环梁的柱支承钢筒仓的结构行为研究
短句来源
     Structural Behavior of Column-Supported Steel Silos with a Transition Ring
     转折环梁加强的柱支承钢筒仓的结构行为研究
短句来源
     While many studies have been conducted on uniform-supported steel silos with a transition ring, no systemic study was carried out on column-supported silos.
     目前国内外对这类由转折环梁加强的钢筒仓的研究均针对均匀支承条件,对少柱支承条件下的这类筒仓尚无相关研究。
短句来源
     Numerical methods were adopted in this thesis to investigate the stability behavior of two kinds of column-supported steel silos with a transition ring commonly used in light steel silos, including column-supported silo with columns terminating at the ring and with columns extending to the silo wall.
     本文采用数值分析方法,对两类适用于中小型筒仓的转折环梁加强柱支承筒仓——支柱终止于环梁的筒仓和支柱延伸至仓壁的筒仓的结构行为进行系统研究。
短句来源
     The structural behavior of column-supported steel silos with a transition ring(where the columns terminate below the ring) is investigated.
     系统研究带转折环梁的柱支承钢筒仓(支柱终止于转折环梁下方)的结构行为。
短句来源
  “转折环梁”译为未确定词的双语例句
     STABILITY DESIGN RULES FOR TRANSITION RINGBEAMS IN STEEL SILOS
     钢筒仓转折环梁的稳定设计准则
短句来源
  相似匹配句对
     STABILITY DESIGN RULES FOR TRANSITION RINGBEAMS IN STEEL SILOS
     钢筒仓转折的稳定设计准则
短句来源
     Structural Behavior of Column-Supported Steel Silos with a Transition Ring
     转折加强的柱支承钢筒仓的结构行为研究
短句来源
     STRUCTURAL BEHAVIOR OF COLUMN-SUPPORTED STEEL SILOS WITH A TRANSITION RING
     带转折的柱支承钢筒仓的结构行为研究
短句来源
     Construction Technologies of Large Prestressed Ring Beam
     大型预应力施工技术
短句来源
     The strength of the junction may be limited by plastic collapse of the junction or by elastic or plastic buckling of the ring.
     转折连接的主要破坏模式包括塑性破坏及的弹性或塑性屈曲。
短句来源
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  transition ring
Deposition of the transition ring was complete at Stage VIA0.
      
A transition ring may result in a new marking of the PN.
      
Evenunder axisymmetric loading conditions, the transition ring may fail by elastic or plastic buckling or by plastic collapse of the junction.
      
Local plasticity, geometric imperfectionsand interactions betweenthe cylinder, the transition ring and other shell segments must alsobe included.
      


The structural behavior of column-supported steel silos with a transition ring(where the columns terminate below the ring) is investigated.The stress and deformation distributions for such silos are first examined through linear stress analyses,and the effects of support width and ring size on the buckling strength of the silo are then analyzed using linear eigenvalue buckling analyses and geometrical nonlinear analyses.It has been shown that the support width is the main factor affecting the buckling strength,and...

The structural behavior of column-supported steel silos with a transition ring(where the columns terminate below the ring) is investigated.The stress and deformation distributions for such silos are first examined through linear stress analyses,and the effects of support width and ring size on the buckling strength of the silo are then analyzed using linear eigenvalue buckling analyses and geometrical nonlinear analyses.It has been shown that the support width is the main factor affecting the buckling strength,and the ring size affects the local buckling of the ring obviously while has little effect on the overall load-carrying capacity of the silo.Since the post-buckling behavior of the ring is stable,it is safe to take the ring buckling load as the load-carrying capacity of the silo.

系统研究带转折环梁的柱支承钢筒仓(支柱终止于转折环梁下方)的结构行为。通过线性应力分析了解这类筒仓的应力和变形分布规律,通过线性特征值屈曲分析和几何非线性分析研究支承宽度和环梁截面尺寸对结构屈曲强度的影响。研究表明,支承宽度是影响结构屈曲强度的主要因素,而环梁截面尺寸仅对环梁局部屈曲有显著影响,对结构整体承载能力影响很小;由于环梁表现出稳定的后屈曲性能,以环梁屈曲来控制结构设计是偏于安全的。

 
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