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Pseudo plastic zone analysis of steel frame structures comprising non-compact sections

机译:包含非紧凑型截面的钢框架结构的伪塑性区分析

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摘要

Application of "advanced analysis" methods suitable for non-linear analysis and design of steel frame structures permits direct and accurate determination of ultimate system strengths, without resort to simplified elastic methods of analysis and semi-empirical specification equations. However, the application of advanced analysis methods has previously been restricted to steel frames comprising only compact sections that are not influenced by the effects of local buckling.
机译:适用于钢框架结构非线性分析和设计的“高级分析”方法可以直接而准确地确定系统的极限强度,而无需借助简化的弹性分析方法和半经验式方程。但是,高级分析方法的应用以前仅限于仅包含不受局部屈曲影响的紧凑型截面的钢框架。

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