The Research for Hysteretic Behavior of Eccentrically Braced Steel Frame With Semi-Rigid Connections

机译：半刚性连接的偏心支架钢框架滞回行为的研究

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In this paper, by using of large-scale structural analysis software ANSYS for a three-bay eccentrically braced steel frame with semi-rigid connections done nonlinear analysis. The results showed that: eccentrically braced semi-rigid steel frame have good energy dissipation capacity and some prospects.

机译：本文采用了具有半刚性连接的三架偏心支撑钢框架的大规模结构分析软件ANSYS，完成了非线性分析。结果表明：偏心支撑的半刚性钢框架具有良好的能量耗散能力和一些前景。

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《International Conference on Chemical, Material and Food Engineering》|2015年||共4页
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作者
Wei Liu; Hai-tao Yu;
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中图分类 TB3-53;
关键词
Semi-rigid connections; Eccentrically braced; Hysteretic behavior;

机译：半刚性连接;偏心支撑;滞后行为;

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7. The Research for Hysteretic Behavior of Eccentrically Braced Steel Frame With Semi-Rigid Connections [O] . Wei Liu, Hai-tao Yu 2015

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8. Design of Links and Beam-to-Column Connections for Eccentrically Braced Steel Frames [R] . Popov, E. P. , Malley, J. O. 1983

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The Research for Hysteretic Behavior of Eccentrically Braced Steel Frame With Semi-Rigid Connections

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