Abstract
AbstractThis work is intended as an attempt to stability analysis of static equations of flat steel frames in fire. High temperature during fire adversely affects on structural steel elements by activating irreversible processes (plasticity, creep). Rheological property can be described in simplified form by power term. Steel properties is represented by physical equations which contains three terms: linear (elasticity), nonlinear and rheological (related to creep). (© 2008 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim)
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