Titlebook: Optimization and Artificial Intelligence in Civil and Structural Engineering; Volume I: Optimizati B. H. V. Topping Book 1992 Springer Scie

抒情短詩(shī)

Two-Stage Optimal Design in Concrete,n (SQP) along with a FE-solver for linear and nonlinear analysis of structures. In order to achieve at a cost minimal design two optimization problems are formulated: one on a global (structural) level and another one on a local (cross-sectional) level. Two formulations of the above problems are presented.

柔美流暢

ANTH

Optimization and Artificial Intelligence in Civil and Structural Engineering978-94-017-2490-6Series ISSN 0168-132X

extemporaneous

overture

易于

宮殿般

condone

分發(fā)

Classification and Comparison of LP Formulations for the Plastic Design of Frames,ons, to a mathematical model requiring solution by linear programming (LP). However, there are many such different formulations in the literature. The main purpose of this paper is to classify all such methods into four types, each with an associated dual formulation. Relationships between the types

fibula

On Some Properties of Optimum Structural Topologies,n tasks. Due to the basic difficulties involved in the solution process, various simplifications and approximations are often considered. The present article introduces some typical characteristics and properties of the problem..The topology of discrete structures is optimized by assuming zero lower