A total Lagrangian finite element (FE) model has been formulated for the nonlinear inelastic analysis of both composite beams and columns. An accurate rotation matrix is used in the position vector analysis and nonlinear strain derivations. The slip bet
Second order nonlinear inelastic analysis of composite steel–concrete members. I: theor
Based on the second-order inelastic analysis, this paper presents a practical method of design for s...
This paper presents a finite element model for the nonlinear analysis of beams prestressed by extern...
A total Lagrangian finite element (FE) model has been formulated for the nonlinear inelastic analysi...
In the companion paper, a total Lagrangian finite element (FE) model was formulated for the second o...
In the companion paper, a total Lagrangian finite element (FE) model was formulated for the second o...
Abstract. In this study, a flexibility-based finite element method considering geometric and materia...
Available online 2 February 2018A comprehensive finite element model based on a higher-order beam th...
Nonlinear Finite Element Analysis of Composite and Reinforced Concrete Beams presents advanced metho...
In this paper, a simple and computation effective one-dimensional two-node beam element is developed...
This paper presents an analytical model for the analysis of composite steel-concrete members account...
This paper develops a numerical formulation for the non-linear inelastic analysis of steel-concrete ...
[EN] This paper presents an efficient computer method for large deflection distributed plasticity an...
Composite steel-concrete structures experience non-linear effects which arise from both instability-...
A new one-dimensional two-node layered composite beam element that accounts for the bond-slip betwee...
Second order nonlinear inelastic analysis of composite steel–concrete members. I: theor
Based on the second-order inelastic analysis, this paper presents a practical method of design for s...
This paper presents a finite element model for the nonlinear analysis of beams prestressed by extern...
A total Lagrangian finite element (FE) model has been formulated for the nonlinear inelastic analysi...
In the companion paper, a total Lagrangian finite element (FE) model was formulated for the second o...
In the companion paper, a total Lagrangian finite element (FE) model was formulated for the second o...
Abstract. In this study, a flexibility-based finite element method considering geometric and materia...
Available online 2 February 2018A comprehensive finite element model based on a higher-order beam th...
Nonlinear Finite Element Analysis of Composite and Reinforced Concrete Beams presents advanced metho...
In this paper, a simple and computation effective one-dimensional two-node beam element is developed...
This paper presents an analytical model for the analysis of composite steel-concrete members account...
This paper develops a numerical formulation for the non-linear inelastic analysis of steel-concrete ...
[EN] This paper presents an efficient computer method for large deflection distributed plasticity an...
Composite steel-concrete structures experience non-linear effects which arise from both instability-...
A new one-dimensional two-node layered composite beam element that accounts for the bond-slip betwee...
Second order nonlinear inelastic analysis of composite steel–concrete members. I: theor
Based on the second-order inelastic analysis, this paper presents a practical method of design for s...
This paper presents a finite element model for the nonlinear analysis of beams prestressed by extern...