Affiliation:
1. Dalian University of Technology
2. Shenyang Jianzhu University
Abstract
Through low–cycle repetitive loading experiment of a two-bay two-story lightweight steel frame, the paper studies pseudo dynamic test study of lighweight steel frame using column web post-buckling strength. It studies failure pattern, hysteresis property, energy mechanism, energy dissipation and rigidity degeneration of lighweight steel frame under seismic load. The results show lighweight steel frame have good aseismatic property and good energy dissipation at node domain.
Publisher
Trans Tech Publications, Ltd.
Reference10 articles.
1. Cheng Yu, Benjiamin WSchafer: Local Buckling Tests on Cold-Formed Steel Beams. Journal of Structural Engineering, ASCE, Vol. 11 (2003), pp.1596-1606.
2. Xiang Y, ASCE M: Exact Solutions for Buckling of Multispan Rectangular Plates. Journal of Engineering Mechanics, Vol. 2 (2003), pp.181-187.
3. Kim K D, Park T and Voyiadjis G Z: Post-Buckling Analysis of Composite Panelswith Imperfection Damage. Computational Mechanics, Vol. 22 (1998), pp.375-387.
4. Jiang Hua, Guo Bingshan, Cheng Guoxing and Zhang Xin: Research Status on Aseismatic Performance of Semi-Ribid Joints of Light-Gauge Steel Frame. Industrial Construction, Vol. 40 (2010), pp.559-561.
5. Huang Bingsheng and Shu Ganping: Experimental Study on Seismic Behavior of a Two-bay Two-story Light Steel Frame under Cyclic Loading. Earthquake Engineering and Engineering Vibration, Vol. 26 (2006), pp.114-119.
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献