Global stability-based design optimization of truss structures using multiple objectives
From MaRDI portal
Publication:746441
DOI10.1007/s12046-013-0111-yzbMath1322.74059OpenAlexW2057947443MaRDI QIDQ746441
Publication date: 16 October 2015
Published in: Sādhanā (Search for Journal in Brave)
Full work available at URL: https://www.ias.ac.in/describe/article/sadh/038/01/0037-0068
Applications of mathematical programming (90C90) Multi-objective and goal programming (90C29) Compliance or weight optimization in solid mechanics (74P05)
Related Items (1)
Uses Software
Cites Work
- Unnamed Item
- Unnamed Item
- A quadratically convergent procedure for the calculation of stability points in finite element analysis
- Layout optimisation of trusses using simulated annealing
- Imperfection sensitivity analysis of hill-top branching with many symmetric bifurcation points
- Improved sequential linear programming formulation for structural weight minimization
- Design sensitivity analysis and optimization for nonlinear buckling of finite-dimensional elastic conservative structures
- Optimal design of trusses for overall stability
- Optimization for buckling with exact geometries
- Minimum weight design of truss structures with geometric nonlinear behavior
- Optimization of Shallow Trusses Against Limit Point Instability
- Design sensitivity analysis of non-linear structural systems part I: Theory
- Optimum structural design with stability constraints
- Potential distribution, torsion problem and conformal mapping for a doubly-connected region with inner elliptic contour
- Some aspects on efficient path-following
- An orthogonal residual procedure for non‐linear finite element equations
- Computation of multiple bifurcation point
- Arc-length technique for nonlinear finite element analysis
- Sensitivity analysis and optimization corresponding to a degenerate critical point
This page was built for publication: Global stability-based design optimization of truss structures using multiple objectives
