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. |
Tartalomjegyzék
INTRODUCTION | 1 |
VIBRATION AND DAMPING SANDWICH STRUCTURES | 69 |
FABRICATION COSTS | 97 |
MATHEMATICAL METHODS FOR STRUCTURAL SYNTHESIS | 107 |
EXPERT SYSTEMS | 151 |
STATICALLY DETERMINATE BEAMS SUBJECTED TO BENDING | 167 |
TUBULAR MEMBERS | 187 |
23 | 196 |
TUBULAR TRUSSES | 240 |
STIFFENED AND CELLULAR PLATES | 249 |
WELDED STEEL BRIDGES | 273 |
WELDED STEEL SILOS | 285 |
APPENDICES | 299 |
Appendix B | 315 |
Appendix C | 321 |
| 339 | |
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Gyakori szavak és kifejezések
A₁ according to EC3 backtrack bending box beam C₁ calculated cellular plate Chapter coefficients compression compression members criterion cross-sectional area curve decrease deformation design variables dimensions discrete values elastic engineering Equation ES-s expert systems fabrication cost Farkas feasible region fillet welds flange follows formulae friction damping function value girder Hessian matrix Hillclimb hollow section hysteresis loop I-beam I-section inequality constraints initial imperfections iteration Jármai limit linear load loss factor material maximum method min-max minimization minimum mm² modulus moment of inertia multiobjective optimization nonlinear numerical example objective function obtained optimization problem optimization techniques optimum design parameter penalty function plastic plate elements procedure programming residual stresses shear modulus shear stress slenderness solution static stiffened strain stress constraint structural optimization strut T₂ Table thickness tion torsional trusses vibration W₁ weighting welded box yield stress