Dynamic performance of angle-steel concrete columns under low cyclic loading-I: Experimental study

被引：0
|
作者：
Wenzhong Zheng
Jing Ji
机构：
[1] Harbin Institute of Technology,School of Civil Engineering
来源：
Earthquake Engineering and Engineering Vibration | 2008年 / 7卷
关键词：
cyclic loading test; ductility; hysteretic model; angle-steel concrete column; shear-span ratio; steel plate stirrup; steel jacketing; seismic retrofitting;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
This paper describes low cyclic loading testing of nine angle-steel concrete column (ASCC) specimens. In the tests, the influence of the shear-span ratio, axial compression ratio and shear steel plate ratio on the hysteretic behavior, energy dissipation, strength degradation, stiffness degradation, skeleton curve and ductility of the ASCCs is studied. Based on the test results, some conclusions are presented. The P-Δ and sectional M — ϕ hysteretic models for the ASCCs are presented in a companion paper (Zheng and Ji, 2008).
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页码：67 / 75
页数：8
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