Ultimate Load Carrying Capacity of Long-Span Steel Arch Bridges

著录项

• 来源
  《Proceedings of the Sixth international conference on computational structures technology》|2002年|p.1-10|共10页
• 会议地点 Prague(CZ);Prague(CZ);Prague(CZ);Prague(CZ)
• 作者

  J. Cheng; J.-J. Jiang; R.-C. Xiao; H.-F. Xiang;

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• 作者单位

  Department of Civil EngineeringUniversity of Tsinghua, Beijing, P.R.China;

  Department of Civil EngineeringUniversity of Tsinghua, Beijing, P.R.China;

  Department of Bridge EngineeringUniversity of Tongji, Shanghai, P.R.China;

  Department of Bridge EngineeringUniversity of Tongji, Shanghai, P.R.China;

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• 会议组织
• 原文格式 PDF
• 正文语种 eng
• 中图分类 结构理论、计算;
• 关键词

  ultimate load carrying capacity; steel arch bridge; distribution pattern ofrnlive load; yield stresses of material; nonlinear buckling;

  机译：极限承载力；钢拱桥；活荷载分布模式；材料屈服应力；非线性屈曲;