SEQUENTIAL SEMIDEFINITE PROGRAMMING FOR OPTIMIZATION OF FRAMED STRUCTURES UNDER MULTIMODAL BUCKLING CONSTRAINTS
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Publication:3074839
DOI10.1142/S0219455401000305zbMath1205.90217OpenAlexW2003419068MaRDI QIDQ3074839
Makoto Ohsaki, Naoki Katoh, Yoshihiro Kanno
Publication date: 10 February 2011
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219455401000305
Related Items (5)
Semidefinite programming for uncertain linear equations in static analysis of structures ⋮ Sequential semidefinite program for maximum robustness design of structures under load uncertainty ⋮ Elimination of the Effects of Low Density Elements in Topology Optimization of Buckling Structures ⋮ Confidence ellipsoids for static response of trusses with load and structural uncertainties ⋮ Design sensitivity analysis and optimization for nonlinear buckling of finite-dimensional elastic conservative structures
Uses Software
Cites Work
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- Optimization of imperfection-sensitive symmetric systems for specified maximum load factor
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- Interior-Point Methods for the Monotone Semidefinite Linear Complementarity Problem in Symmetric Matrices
- Optimization of Shallow Trusses Against Limit Point Instability
- Nonlinear analysis of optimized structure with constraints on systemstability
- Optimum structural design with stability constraints
- Robust Truss Topology Design via Semidefinite Programming
- Semidefinite Programming
- Problems of Optimal Structural Design
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