The computing circuit for search the optimal size/shape of structural design to improve the bearing capacity of metal trusses based on the evolutionary modeling is developed. We considered strengthening by increasing the rod cross section and a change structural layout of the object. The topology formation is performed based on exception of some redundant rods of structure and a change position of nodes. By increasing of cross section rods the strengthening is modeled by introducing finite elements with hard consoles. Optimization is carried out by path the minimum cost of structures. The examples of strengthen in truss equipment building overhead cranes and increase operational load on the roof is given
Abst rac t A new formulation is presented for mathematical modelling to predict he distribution of m...
The thesis is focused on optimization of cross-section shape of reinforced concrete truss. An optimi...
This article presents a methodology that provides a method for design optimization of steel truss st...
A computation scheme for topology and size optimization of steel trusses with subdivided panels has ...
Various design optimization methods for trusses layouts have been developed to find the optimum trus...
One of many optimization techniques is the evolutionary structural optimization (ESO), based on the ...
Lightweight structures, especially trusses, have attracted a tremendous attention due to their exten...
The problems of optimal design of truss-type structures, aimed at determining the minimal volume (we...
The prevalent strategy in the topology optimization phase is to select a subset of members existing ...
In this paper, topology and shape optimization of truss or frame structures is discussed. The optimi...
In this study, an attempt is made to minimize the weight of Howe roof and ten member-6 Node trusses,...
In order to meet the future needs of ever-shorter device development processes, Fraunhofer IWU has d...
This paper provides a new approach to the computer-aided design of distributed (D) regions of concre...
The paper presents a mathematical model created for solving the problem of minimal volume design ste...
Optimal design of structure has a main role in reduction of material usage which leads to deduction ...
Abst rac t A new formulation is presented for mathematical modelling to predict he distribution of m...
The thesis is focused on optimization of cross-section shape of reinforced concrete truss. An optimi...
This article presents a methodology that provides a method for design optimization of steel truss st...
A computation scheme for topology and size optimization of steel trusses with subdivided panels has ...
Various design optimization methods for trusses layouts have been developed to find the optimum trus...
One of many optimization techniques is the evolutionary structural optimization (ESO), based on the ...
Lightweight structures, especially trusses, have attracted a tremendous attention due to their exten...
The problems of optimal design of truss-type structures, aimed at determining the minimal volume (we...
The prevalent strategy in the topology optimization phase is to select a subset of members existing ...
In this paper, topology and shape optimization of truss or frame structures is discussed. The optimi...
In this study, an attempt is made to minimize the weight of Howe roof and ten member-6 Node trusses,...
In order to meet the future needs of ever-shorter device development processes, Fraunhofer IWU has d...
This paper provides a new approach to the computer-aided design of distributed (D) regions of concre...
The paper presents a mathematical model created for solving the problem of minimal volume design ste...
Optimal design of structure has a main role in reduction of material usage which leads to deduction ...
Abst rac t A new formulation is presented for mathematical modelling to predict he distribution of m...
The thesis is focused on optimization of cross-section shape of reinforced concrete truss. An optimi...
This article presents a methodology that provides a method for design optimization of steel truss st...