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This paper presents a computationally efficient method for truss layout optimization with stability constraints.
This paper presents an evolutionary node shift method for truss shape optimization of weight minimization problems.
This study will show that the nodal displacement field determined by finite element method for truss structures can be expressed as multivariate rational functions.
Due to their complex equilibrium state involving a geometrically nonlinear behaviour, the generation of an equilibrated system requires numerical form finding methods, namely the force density method for truss structures.
To speed up the convergence and obtain the global solution of this problem, a hybrid optimality criterion (OC) and genetic algorithm (GA) method for truss optimization is presented in this paper.
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This paper fills the gap by proposing a practical second-order analysis and design method for trusses composed of angles sections.
A flow chart and procedures are presented to show the analytical design method for this truss-bolt system.
This paper presents an analytical design method for the truss-bolt system in reinforcing underground fractured rock roofs in coal mines.
The viability and efficiency of the proposed method are demonstrated for truss structures subject to multiple loading conditions and constraints on member stresses, nodal displacement and minimum gage.
Polynomial-basis response surface method has some shortcomings for truss structures in structural optimization, concluding the low fitting accuracy and the great computational effort.
This paper describes new optimization strategies that offer significant improvements in performance over existing methods for bridge-truss design.
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