Seismic Behavior of Reinforced Concrete Frame Columns with Different Volumetric Percentage of Stirrups
- Release time:2024-08-09
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Affiliation of Author(s):
土木工程学院
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Journal:
Applied Mechanics and Materials
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Key Words:
中文关键字：框架柱；箍筋体积比；滞回曲线；骨架曲线，英文关键字：Frame Column, Hysteretic Curve, Skeleton Curves, V
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Abstract:
Based on the experiments of a reinforced concrete frame column, 5 new members with different volumetric percentage of stirrups which are applied with constant axial load and horizontal low-frequency cyclic load are analyzed with ABAQUS. This paper aims to study the relationship between volume-stirrup ratio and seismic behavior of reinforced concrete column. By analyzing skeleton curve and hysteretic curve of members, the results show that, if stirrups are reasonably arranged and the volume-stirrup ratio is larger enough, the good ductility, carrying capacity, energy dissipation capacity, and seismic behavior still be obtained with high axial compression ratio.
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Note:
郑山锁
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Co-author:
闫岳恒,陶清林,李文勇
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First Author:
zhengshansuo
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Indexed by:
Journal paper
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Volume:
卷：166-169
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Issue:
期：
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Page Number:
页：2046-2049
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Translation or Not:
no
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Date of Publication:
2012-05-01
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