带悬臂梁段拼接的梁柱连接节点试验分析

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名

邮箱

手机号码

标题

留言内容

验证码

基金项目:

国家自然科学基金资助项目(编号:59978041)

EXPERIMENTAL ANALYSIS OF STEEL BEAM-TO-COLUMN CONNECTION WITH CANTILEVER BEAM SPLICING

1.
1. College of Civil Engineering,Xi'an University of Architecture and Technology Xi'an 710055;
2.
2. University of Science &Technology of Suzhou Suzhou 215011

摘要: 通过对两个带悬臂梁段拼接的梁柱连接试件的设计和循环加载试验结果的对比分析，指出可以利用接触面的滑移和螺栓与孔壁的挤压来消耗能量，减少地震作用向梁柱焊缝的输入，提高连接的抗震性能。最后，根据分析结果提出了设计建议。
- 钢梁拼接 /
- 循环荷载 /
- 梁柱节点 /
- 高强螺栓
Abstract: Through comparison and analysis on design and test results of two steel beam-to-column connections with cantilever beam splicing under cyclic-loading, it is pointed out that the slip between faying surfaces and the bearing of bolts to hole surfaces can be used to improve seismic behavior of the whole connection.Design suggestions based on test results are presented.
- steel beam splicing /
- cyclic loading /
- beam-to-column joint /
- high-strength bolts