The type of mathematical modeling selected for the optimum design problems of steel skeletal frames affects the size and mathematical complexity of the programming problem …
GG Tejani, VH Bhensdadia, S Bureerat - Advances in Computational …, 2016 - academia.edu
In this study, the three different meta-heuristics namely the Grey Wolf Optimizer (GWO), Stochastic Fractal Search (SFS), and Adaptive Differential Evolution with Optional External …
A Kaveh, M Shahrouzi - Engineering Computations, 2008 - emerald.com
Purpose–The generality of the genetic search in the light of proper coding schemes, together with its non‐gradient‐based search, has made it popular for many discrete …
A Kaveh, N Farhoudi - Periodica Polytechnica Civil Engineering, 2015 - pp.bme.hu
In this study, topology optimization is applied to concentrically braced frames in order to find economical solutions for conventional structural steel frames. Dierential Evolution Algorithm …
SK Azad, O Hasançebi - Advances in Engineering Software, 2013 - Elsevier
Optimum design of structural systems based on metaheuristic algorithms suffers from enormously time-consuming structural analyses to locate a reasonable design. In this paper …
SK Azad - Structural and Multidisciplinary Optimization, 2021 - Springer
It is an undeniable fact that there are main challenges in the use of metaheuristics for optimal design of real-size steel frames in practice. In general, steel frame optimization …
In meta-heuristic algorithms, the problem of parameter tuning is one of the most important issues that can be highly time consuming. To overcome this difficulty, a number of …
In steel structures, steel bracing is often used to resist the seismic or wind-induced lateral forces. The optimum positions of the braces are generally determined by trial and error or …
S Carbas, O Hasancebi - 10 th World Congress on Structural and …, 2013 - mae.ufl.edu
1. Abstract Design optimization of steel space frames is a very popular topic in structural engineering due to economy saved in cost of the structures by optimization process …