Experimental study on seismic performance of self-centering steel frame infilled with butterfly-shaped steel plate wall

被引:0
|
作者
Zhang P. [1 ]
Li Q. [1 ]
Ding Z. [1 ]
Sun Y. [1 ]
Wang W. [1 ]
机构
[1] Jiangsu Key Laboratory of Structure Engineering, Suzhou University of Science and Technology, Suzhou
来源
关键词
Aseismic performance; Butterfly-shaped steel plate wall; Energy-dissipation capacity; Self-reset structure system; Story drift angle;
D O I
10.13465/j.cnki.jvs.2019.15.037
中图分类号
学科分类号
摘要
To further investigate seismic performance of self-centering steel frame infilled with butterfly-shaped steel plate wall, two full scale specimens with different plate thickness were designed and tested under quasi-static cyclic loading protocol. According to the measured test data, the specimens' initial elastic lateral stiffness, hysteretic behavior, loading-carry capacity, energy-dissipation ability and self-centering function were studied. The results showed that the self-centering steel frame infilled with butterfly-shaped steel plate wall can effectively realize concordance and unification between self-centering function and energy-dissipation capacity; through reverse loading, the anti-compression strength of the thicker steel plate is increased and the plate restricts the system's reset function; when two specimens' story drift angles reach 2%, their residual story drift angles increase with increase in plate thickness, but they are less than 0.5% except the specimen SC-6 being pulled in unloading direction, tow specimens meet repairable requirement under moderate earthquake and the difficulty of repair is greatly reduced; when two specimens' story drift angles reach 3%, their residual story drift angles slightly increase, and their load-bearing capacity also rises, so this structure can effectively control residual deformation, and have the anti-collapse capacity under rare earthquakes. © 2019, Editorial Office of Journal of Vibration and Shock. All right reserved.
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页码:264 / 272
页数:8
相关论文
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