• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>EUR 21431; Final Conference of Cost Action C12; 20050120-22; Innsbruck(AT) >An experimental study of the strength and stiffness of concrete-filled steel tubular column connections with weld and stiffener angles
【24h】

An experimental study of the strength and stiffness of concrete-filled steel tubular column connections with weld and stiffener angles

机译：钢管混凝土柱焊接和加劲肋角强度和刚度的试验研究

获取原文
获取原文并翻译 | 示例
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

This paper describes the results of an experimental program on two welded connections. The considered connections include two details of welded connections between I-shaped steel beams and concrete-filled steel tubular column. One of these welded details is stiffened by angles welded in the interior of the profile wall at the beam flange level. The specimens were tested in a cruciform loading arrangement with variable monotonic loading on the beams and constant compressive load on the column. The test results show that the angles welded in the interior of the profile wall increase the strength and stiffness of the welded connection detail. In addition, the curves of behavior of these connections are compared and some interesting conclusions are drawn. The test results are summarized for the strength and stiffness of each connection.
机译：本文介绍了两个焊接连接的实验程序的结果。所考虑的连接包括I型钢梁和钢管混凝土柱之间的焊接连接的两个细节。这些焊接细节之一通过在梁翼缘水平处的型材壁内部焊接的角度得到加强。试样以十字形加载方式进行测试，梁上具有可变的单调载荷，柱上具有恒定的压缩载荷。测试结果表明，在型材壁内部焊接的角度增加了焊接连接细节的强度和刚度。此外，比较了这些连接的行为曲线并得出了一些有趣的结论。总结了每个连接的强度和刚度的测试结果。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号