APPLICATION OF LINEAR PROGRAMMING METHOD FOR TRUSS TOPOLOGY OPTIMIZATION WITH OBJECTIVE FUNCTIONS OF VOLUME AND COMPLIANCE
Author:
Affiliation:
1. Dept. of Architecture, Faculty of Engineering, Mie Univ.
2. Graduate School of Engineering, Mie Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/70/598/70_KJ00004393007/_pdf
Reference9 articles.
1. 1) RINGERTZ U. T. A branch and bound algorithm for topology optimization of truss structures. Engineering Optimization. (1986) vol.10, p.111-124.
2. 2) OHSAKI M. Topology optimization of trusses with stress and local constraints on nodal stability and member intersection. Structural and Multidisciplinary Optimization. (2005) vol.29, no.3, p.190-197.
3. 3) BEN-TAL A. A new method for optimal truss topology design. SIAM Journal on Optimization. (1993) vol.3, no.2, p.322-358.
4. 4) COELLO C. A. Multiobjective optimization of trusses using genetic algorithms. Computers and Structures. (2000) vol.75, p.215-238.
5. 6) RAJEEV S. Discrete Optimization of Structures Using Genetic Algorithms. Journal of Structural Engineering, ASCE. (1992) vol.118, no.5, p.1233-1250.
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