Titlebook: Evolutionary Structural Optimization; Y. M. Xie,G. P. Steven Book 1997 Springer-Verlag London 1997 Fundament.Kette.beam.design.design proc

Debark

泄露

階層

nurture

GROWL

Optimization Against Buckling,n may have a much higher buckling load than that of the initial design of the same weight. This chapter describes the evolutionary procedure for the optimization of columns, frames and plates against buckling. Much of the material presented in this chapter derives from the work by Manickarajah . (1995, 1996).

現(xiàn)暈光

lethal

平常

Amanda Laugesen,Catherine Fisheronary structural optimization (ESO). Various design constraints such as stiffness, frequency and buckling load may be imposed upon a structure. Depending on the types of design constraints, different rejection criteria for removing material need to be used. For each type of constraints, the correspo

Strength

獸群