Cyclic behavior of thin-walled steel structures—numerical analysis
作者： Tsutorriu Usami , HB Ge , None
DOI: 10.1016/S0263-8231(98)00027-5
关键词: Cantilever 、 Structural engineering 、 Stub (electronics) 、 Box girder 、 Engineering 、 Pier 、 Steel structures 、 Finite element method 、 Nonlinear system 、 Numerical analysis
摘要: Abstract In the present paper, results of a numerical study on cyclic behavior thin-walled steel structures are presented. Analyses conducted plates with or without stiffeners, stub columns pipe-sections, and cantilever box pipe sections. To trace good accuracy inelastic steel, modified two-surface model developed at Nagoya University is employed for material nonlinearity. Discussions concerned behavior, strength ductility structures. Especially, series proposed formulas given to obtain various types structures, it expected that useful researchers practical engineers.
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