Experimental Study of Lateral-torsional Buckling Behavior of Stainless Steel Welded Ⅰ-section Beams

著录项

• 来源
  《International journal of steel structures》 |2014年第2期|411-420|共10页
• 作者

  Yuanqing Wang; Lu Yang; Bo Gao; Yongjiu Shi; Huanxin Yuan;

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• 作者单位

  Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, 100084, China;

  The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China;

  Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, 100084, China;

  Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, 100084, China;

  Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, 100084, China;

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• 收录信息
• 原文格式 PDF
• 正文语种 eng
• 中图分类
• 关键词

  lateral-torsional buckling; stainless steel; welded Ⅰ-section beam; residual stress; four-point bending test;

  机译：横向扭转屈曲不锈钢;焊接Ⅰ型截面梁;残余应力四点弯曲试验;