EXPERIMENT ON CYCLIC BEHAVIOR OF WELDED FLANGE PLATE REINFORCED CONNECTIONS OF STEEL MOMENT-RESISTING FRAMES
发布时间：2024-08-09
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- 所属单位：
- 土木工程学院
- 发表刊物：
- PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS
- 关键字：
- 中文关键字：连接; 焊接翼缘板式; 循环荷载; 塑性转动，英文关键字：Connection; Weld flange plate (WFP); Cyclic load;
- 摘要：
- Welded flange plate (WFP) reinforced steel moment resisting-frame (MRF) connection is one of reinforced forms to improve its seismic performance, which may increase the plastic rotation of the connection and move the plastic hinge away from the adjacent place of beam and column interface. In order to investigate its hysteretic behavior, four half-scale specimens were tested under cyclic loads in this study. In the test, the effective of width-to-thickness ratios of beam flange and web and the attribution of panel zone on the performance of connections were taken into account. Test results revealed that all the specimens had good cyclic performance without brittle failure, and the plastic hinge was formed in the beam outside of the reinforced zone. The plastic rotation angles ranged from 0.044rad to 0.054rad, in excess of the required 0.03rad for special moment resisting frame (SMRF) by FEMA 350. For all specimens, no local buckling occurred in the reinforced plates. So this reinforced type can be used in high seismic region. The following conclusion may be suggested through the test results: (1) When the design satisfied the demand of present Code for Seismic Design of Buildings, the influence of width-to-thickness ratio of beam flange on resistance and plastic deformation capacity of connection was less, though beam flange was more susceptible to buckling locally with the increase of the ratio; (2) With the increase of the height-to-thickness ratio of beam web, the influence on bearing capacity was larger; (3) For weaker panel zone, the bearing capacity decreased obviously, but the deformation capacity increased remarkably.
- 备注：
- 苏明周
- 合写作者：
- 陈杰
- 第一作者：
- 冉红东,苏明周
- 论文类型：
- 期刊论文
- 卷号：
- 卷：
- 期号：
- 期：
- 页面范围：
- 页：889-894
- 是否译文：
- 否
- 发表时间：
- 2008-10-01