Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Guided stochastic search technique for discrete sizing optimization of steel trusses: A design-driven heuristic approach
Date
2014-04-01
Author
Azad, S. Kazemzadeh
Hasançebi, Oğuzhan
Saka, M. P.
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
230
views
0
downloads
Cite This
This study presents a design-driven heuristic approach named guided stochastic search (GSS) technique for discrete sizing optimization of steel trusses. The method works on the basis of guiding the optimization process using the well-known principle of virtual work as well as the information collected during the structural analysis and design stages. The performance of the proposed technique is investigated through a benchmark truss instance as well as four real-size trusses sized for minimum weight according to AISC-LRFD specifications. A comparison of the numerical results obtained using the GSS with those of other available algorithms indicates that the proposed technique is capable of locating promising solutions using lesser computational effort.
Subject Keywords
Mechanical Engineering
,
Modelling and Simulation
,
General Materials Science
,
Civil and Structural Engineering
,
Computer Science Applications
URI
https://hdl.handle.net/11511/49004
Journal
COMPUTERS & STRUCTURES
DOI
https://doi.org/10.1016/j.compstruc.2014.01.005
Collections
Department of Civil Engineering, Article
Suggestions
OpenMETU
Core
CHAOTIC DYNAMIC ANALYSIS OF VISCOELASTIC SHALLOW SPHERICAL-SHELLS
Karaesmen, Engin; ILERI, L; AKKAS, N (Elsevier BV, 1992-08-03)
This paper investigates the dynamic behaviour of a shallow, viscoelastic, spherical shell under a harmonic excitation. The time evolutions of the response of the corresponding nonlinear dynamical system are described by the phase portraits and the bifurcation of the parameter dependent system is studied numerically so as to identify qualitative changes in the phase portrait. The viscoelastic shell, having more than one equilibrium configuration for some problem parameters, shows periodic and/or random-like ...
OPTIMUM DESIGN OF FRAMES
ERBATUR, F; ALHUSSAINY, MM (Elsevier BV, 1992-12-03)
In this paper optimum design of frames is discussed. Specifically, minimum weight design of steel frames in the elastic range of material behaviour is treated. The solution algorithm is designed and programmed for use on micro-computers to suit a design office environment. Stress and slenderness constraints are considered, however displacement constraints may readily be implemented. Three examples are given and the results are discussed.
Optimum design of high-rise steel buildings using an evolution strategy integrated parallel algorithm
Hasançebi, Oğuzhan; Kurç, Özgür (Elsevier BV, 2011-11-01)
The present study addresses a parallel solution algorithm for optimum design of large steel space frame structures, in particular high-rise steel buildings. The algorithm implements a novel discrete evolution strategy optimization method to effectively size these systems for minimum weight according to the provisions of ASD-AISC specification and various practical aspects of design process. The multitasking environment in the algorithm rests on a master-slave model based parallelization of the optimization ...
A bat-inspired algorithm for structural optimization
Hasançebi, Oğuzhan; Pekcan, Onur (Elsevier BV, 2013-11-01)
Bat-inspired (BI) search is a recently developed numerical optimization technique that makes use of echolocation behavior of bats in seeking a design space. This study intends to explore capabilities and potentials of this newly developed method in the realm of structural optimization. A novel algorithm is developed that employs basic principles of this method for structural optimization problems specifically. Performance of the proposed algorithm is measured using one benchmark as well as three practical t...
Development of computational software for analysis of curved girders under construction loads
Topkaya, Cem (Elsevier BV, 2003-09-01)
The analysis of horizontally curved, trapezoidal steel girders presents a variety of computational challenges. During the erection and construction stages before a concrete deck is available to form a closed section, these girders are weak in torsion and susceptible to warping. Considering the design of an entire bridge system, current design approaches favor the use of a grid analysis methodology. While the use of a grid analysis procedure offers the advantage of computational efficiency, it is unable to c...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
S. K. Azad, O. Hasançebi, and M. P. Saka, “Guided stochastic search technique for discrete sizing optimization of steel trusses: A design-driven heuristic approach,”
COMPUTERS & STRUCTURES
, pp. 62–74, 2014, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/49004.