help me for modal analysis of steel structure
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i want to make modal analysis of steel structure
Problem Description Section properties: Columns: Box section 4 x 4 cm, thickness 2 mm Beams: Box section 4 x 2 cm, thickness 1.5 mm Material properties: Weight per unit volume γ = 7.849 t/m3 Poisson’s ratio σ = 0.3 Modulus of elasticity E = 2x107 t/m2 Weight of steel plates: 140 kg at each floor Their mass is concentrated at columns Notes: • All column to beam connections are completely rigid • Columns are fixed at base. http://www.cfd-online.com/Forums/att...1&d=1323085197http://www.cfd-online.com/Forums/att...1&d=1323085301http://www.cfd-online.com/Forums/att...1&d=1323085301 i want to ask about 1- element type 2- meshing options 3- how to apply loads due to weight 4-how to get the damping with natural frequencies and mode shapes 5- 'All column to beam connections are completely rigid; what is the mean of this statement in the options of analysis |
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