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  • 匿名
关注:1 2013-05-23 12:21

求翻译:本文基于实际钢结构工程(中心支撑—钢框架结构)的支撑与梁柱节点模型,对支撑与梁相交节点域进行有限元分析。通过比较梁端弯矩、梁端剪力、支撑杆端扩散角、支撑与柱夹角等参数对支撑与梁相交节点域剪应力的影响,建立了节点域剪应力的计算公式,并提出相应的设计建议,从而为此类支撑与框架连接的支撑节点设计提供参考。是什么意思?

待解决 悬赏分:1 - 离问题结束还有
本文基于实际钢结构工程(中心支撑—钢框架结构)的支撑与梁柱节点模型,对支撑与梁相交节点域进行有限元分析。通过比较梁端弯矩、梁端剪力、支撑杆端扩散角、支撑与柱夹角等参数对支撑与梁相交节点域剪应力的影响,建立了节点域剪应力的计算公式,并提出相应的设计建议,从而为此类支撑与框架连接的支撑节点设计提供参考。
问题补充:

  • 匿名
2013-05-23 12:21:38
Based on the actual steel construction (center support - steel frame structure) support the model with the beam-column joints, the support beams intersect node domain with finite element analysis. By comparing the beam bending moment, shear beam, rod-side diffusion angle, angle of support and column
  • 匿名
2013-05-23 12:23:18
This article is based on actual steel structure engineering support - steel framework (center) as a support structure and Mr Leung Chu-node model, where it intersects with Mr LEUNG to sustain node domain for finite element analysis. Mr Leung ends by comparing torque curve, Leung-end shear and suppor
  • 匿名
2013-05-23 12:24:58
This article based on actual steel structure project (central support - steel portal frame construction) the support and the beam column node model, to support intersect the node territory with Liang to carry on the finite element analysis.Through compares the Liang end moment, the Liang end shear,
  • 匿名
2013-05-23 12:26:38
This article is based on the actual steel structure project (central support-steel frame) model of support and beam-column joints, supports and beams intersect Panel zone FEM analysis. Through comparison of beam bending moment, beam shear, supporting rod end diffusion angles, support and column para
  • 匿名
2013-05-23 12:28:18
 
 
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