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RELIABILITYBASED PLASTIC SYNTHESIS OF PORTAL
THE OPTIMIZATION OF STRESSED MEMBRANE SURFACE
ON THE OPTIMIZATION OF IMPERFECTIONSENSITIVE
aggregated reservoir Air-Supported Structures algorithm applied approximation boundary element boundary element method branch and bound collapse modes compound buckling computational concave quadratic convex correlation corresponding critical sections cutting pattern design variables design vector determine disaggregation Ditlevsen Dynamic Relaxation efficiency eigenvalue elastic equality constraints equations equivalent reservoir failure modes failure probability Figure form-finding formulation frames geometry global gradient grid adaptation grid distribution grid points grid refinement imperfection magnitude imperfection patterns inner problem iteration Kingdom Photocopying permitted Line search loads lower bound mathematical matrix maximum mechanism membrane minimization minimum multi-reservoir system nodes non-linear programming objective function obtained optimal design optimal solution optimization problem optimization techniques optimum outer problem paper parallel planar plastic collapse plastic moments pre-buckling equilibrium probability of failure procedure quadratic programming random variables reservoir system reservoir volume shape design shape optimization solved Statistically independent Struct structural design United Kingdom Photocopying upper bound values variation von Mises stress