Shake table response of bridge columns

被引：0
|
作者：
Saiidi, M [1 ]
Itani, A [1 ]
Johnson, N [1 ]
Mortensen, J [1 ]
Ladkany, S [1 ]
机构：
[1] Univ Nevada, Dept Civil Engn, Reno, NV 89557 USA
来源：
EARTHQUAKE RESISTANT ENGINEERING STRUCTURES IV | 2003年 / 13卷
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Two recent studies on the shake table response of large-scale bridge columns are summarized. The first was undertaken to evaluate the adequacy of a new performance-based design (PBD) method for confinement steel in circular columns and the other study was focused on retrofit of substandard octagonal bridge columns supported on pedestals. The test results demonstrated the effectiveness of the proposed PBD for a predetermined curvature ductility. The retrofit studies showed the effectiveness of fiber-reinforced plastic fabrics in eliminating pedestal damage and the improvements in response when the column shear demand was controlled.
引用
收藏
页码：69 / 78
页数：10
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