Volume 4, Number 2 (6-2014)                   2014, 4(2): 233-259 | Back to browse issues page

XML Print

Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Kazemzadeh Azad S, Hasançebi O, Kazemzadeh Azad S. COMPUTATIONALLY EFFICIENT OPTIMUM DESIGN OF LARGE SCALE STEEL FRAMES. International Journal of Optimization in Civil Engineering. 2014; 4 (2) :233-259
URL: http://ijoce.iust.ac.ir/article-1-172-en.html

Abstract:   (1703 Views)
Computational cost of metaheuristic based optimum design algorithms grows excessively with structure size. This results in computational inefficiency of modern metaheuristic algorithms in tackling optimum design problems of large scale structural systems. This paper attempts to provide a computationally efficient optimization tool for optimum design of large scale steel frame structures to AISC-LRFD specifications. To this end an upper bound strategy (UBS), which is a recently proposed strategy for reducing the total number of structural analyses in metaheuristic optimization algorithms, is used in conjunction with an exponential variant of the well-known big bang-big crunch optimization algorithm. The performance of the UBS integrated algorithm is investigated in the optimum design of two large-scale steel frame structures with 3860 and 11540 structural members. The obtained numerical results clearly reveal the usefulness of the employed technique in practical optimum design of large-scale structural systems even using regular computers.
Full-Text [PDF 1543 kb]   (967 Downloads)    
Type of Study: Research | Subject: Optimal design
Received: 2014/07/6 | Accepted: 2014/07/6 | Published: 2014/07/6

© 2015 All Rights Reserved | Iran University of Science & Technology

Designed & Developed by : Yektaweb