The algorithms of forming the matrix equations of equilibrium in solving geometrically nonlinear problems are described. These algorithms provide the procedure of solution extension with respect to a parameter, accelerate the convergence process, and permit the solution to be obtained by the most efficient way in terms of computational burden. © Allerton Press, Inc., 2011
In this paper ,a generation of a numerical algorithm for solving theory of elasticity plain problem ...
International audienceIn this paper, we state in a new form the algebraic problem arising from the o...
This paper presents an elasto-plastic finite displacement analysis of framed structures by matrix me...
The algorithms of forming the matrix equations of equilibrium in solving geometrically nonlinear pro...
Solution procedures are developed and evaluated for the analysis of nonlinear structural problems. T...
The use of the finite element method of structural analysis in geometrically and materially nonlinea...
Solution algorithms are developed for the nonlinear finite element equations, resulting from the dis...
This research is directed toward the analysis of large, three dimensional, nonlinear dynamic problem...
In displacement oriented methods of structural mechanics may static and dynamic equilibrium conditio...
A solution procedure is developed and evaluated for the solution of nonlinear dynamic structural pro...
A finite element based method is presented for evaluation of linearized dynamic equations of flexibl...
The article proposes a numerical method and an algorithm for analysis rectangular flexible plates in...
A numerical algorithm of strength and stability analysis of nonlinear deformable bar systems and thi...
This thesis covers some of the most advanced theories in the computer analysis of skeletal structure...
Abs t r ac t In this paper we state in a new form the algebraic problem arising from the one-field d...
In this paper ,a generation of a numerical algorithm for solving theory of elasticity plain problem ...
International audienceIn this paper, we state in a new form the algebraic problem arising from the o...
This paper presents an elasto-plastic finite displacement analysis of framed structures by matrix me...
The algorithms of forming the matrix equations of equilibrium in solving geometrically nonlinear pro...
Solution procedures are developed and evaluated for the analysis of nonlinear structural problems. T...
The use of the finite element method of structural analysis in geometrically and materially nonlinea...
Solution algorithms are developed for the nonlinear finite element equations, resulting from the dis...
This research is directed toward the analysis of large, three dimensional, nonlinear dynamic problem...
In displacement oriented methods of structural mechanics may static and dynamic equilibrium conditio...
A solution procedure is developed and evaluated for the solution of nonlinear dynamic structural pro...
A finite element based method is presented for evaluation of linearized dynamic equations of flexibl...
The article proposes a numerical method and an algorithm for analysis rectangular flexible plates in...
A numerical algorithm of strength and stability analysis of nonlinear deformable bar systems and thi...
This thesis covers some of the most advanced theories in the computer analysis of skeletal structure...
Abs t r ac t In this paper we state in a new form the algebraic problem arising from the one-field d...
In this paper ,a generation of a numerical algorithm for solving theory of elasticity plain problem ...
International audienceIn this paper, we state in a new form the algebraic problem arising from the o...
This paper presents an elasto-plastic finite displacement analysis of framed structures by matrix me...