Analysis and Optimum Design of Metal StructuresDetailing a number of structural analysis problems such as residual welding stresses and distortions and behaviour of thin-walled rods loaded in bending, this text also explores mathematical function minimization methods, expert systems and optimum design of welded box beams. |
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A₁ according to EC3 aluminium backtrack bending bending moment C₁ calculated cellular plate Chapter chord columns compression compression members cprintf cross-sectional area curve damping decrease deflection deformation design constraints dimensions elastic engineering Equation ES-s expert systems fabrication cost Farkas fatigue constraint feasible region fillet welds flange follows force formulae girder H₁ Hillclimb hollow section I-beam I-section initial imperfections Jármai length limiting load material maximum method minimization minimum mm² modulus moment of inertia multiobjective optimization nonlinear numerical example objective function obtains optimum design overall buckling constraint parameter penalty function plastic plate elements prestressing problem programming residual stresses ribs ringbeam shear shear center shear stress simply supported slenderness solution static steel Fe strain stress constraint structural optimization strut T₁ T₂ Table techniques thickness tion truss tubular W₁ yield stress